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# Line 3 | Line 3 | Mechanics}
3   \section{\label{introSection:classicalMechanics}Classical
4   Mechanics}
5  
6 < Closely related to Classical Mechanics, Molecular Dynamics
7 < simulations are carried out by integrating the equations of motion
8 < for a given system of particles. There are three fundamental ideas
9 < behind classical mechanics. Firstly, One can determine the state of
10 < a mechanical system at any time of interest; Secondly, all the
11 < mechanical properties of the system at that time can be determined
12 < by combining the knowledge of the properties of the system with the
13 < specification of this state; Finally, the specification of the state
14 < when further combine with the laws of mechanics will also be
15 < sufficient to predict the future behavior of the system.
6 > Using equations of motion derived from Classical Mechanics,
7 > Molecular Dynamics simulations are carried out by integrating the
8 > equations of motion for a given system of particles. There are three
9 > fundamental ideas behind classical mechanics. Firstly, one can
10 > determine the state of a mechanical system at any time of interest;
11 > Secondly, all the mechanical properties of the system at that time
12 > can be determined by combining the knowledge of the properties of
13 > the system with the specification of this state; Finally, the
14 > specification of the state when further combined with the laws of
15 > mechanics will also be sufficient to predict the future behavior of
16 > the system.
17  
18   \subsection{\label{introSection:newtonian}Newtonian Mechanics}
19   The discovery of Newton's three laws of mechanics which govern the
20   motion of particles is the foundation of the classical mechanics.
21 < Newton¡¯s first law defines a class of inertial frames. Inertial
21 > Newton's first law defines a class of inertial frames. Inertial
22   frames are reference frames where a particle not interacting with
23   other bodies will move with constant speed in the same direction.
24 < With respect to inertial frames Newton¡¯s second law has the form
24 > With respect to inertial frames, Newton's second law has the form
25   \begin{equation}
26 < F = \frac {dp}{dt} = \frac {mv}{dt}
26 > F = \frac {dp}{dt} = \frac {mdv}{dt}
27   \label{introEquation:newtonSecondLaw}
28   \end{equation}
29   A point mass interacting with other bodies moves with the
30   acceleration along the direction of the force acting on it. Let
31   $F_{ij}$ be the force that particle $i$ exerts on particle $j$, and
32   $F_{ji}$ be the force that particle $j$ exerts on particle $i$.
33 < Newton¡¯s third law states that
33 > Newton's third law states that
34   \begin{equation}
35 < F_{ij} = -F_{ji}
35 > F_{ij} = -F_{ji}.
36   \label{introEquation:newtonThirdLaw}
37   \end{equation}
37
38   Conservation laws of Newtonian Mechanics play very important roles
39   in solving mechanics problems. The linear momentum of a particle is
40   conserved if it is free or it experiences no force. The second
# Line 46 | Line 46 | The torque $\tau$ with respect to the same origin is d
46   \end{equation}
47   The torque $\tau$ with respect to the same origin is defined to be
48   \begin{equation}
49 < N \equiv r \times F \label{introEquation:torqueDefinition}
49 > \tau \equiv r \times F \label{introEquation:torqueDefinition}
50   \end{equation}
51   Differentiating Eq.~\ref{introEquation:angularMomentumDefinition},
52   \[
# Line 59 | Line 59 | thus,
59   \]
60   thus,
61   \begin{equation}
62 < \dot L = r \times \dot p = N
62 > \dot L = r \times \dot p = \tau
63   \end{equation}
64   If there are no external torques acting on a body, the angular
65   momentum of it is conserved. The last conservation theorem state
66 < that if all forces are conservative, Energy
67 < \begin{equation}E = T + V \label{introEquation:energyConservation}
66 > that if all forces are conservative, energy is conserved,
67 > \begin{equation}E = T + V. \label{introEquation:energyConservation}
68   \end{equation}
69 < is conserved. All of these conserved quantities are
70 < important factors to determine the quality of numerical integration
71 < scheme for rigid body \cite{Dullweber1997}.
69 > All of these conserved quantities are important factors to determine
70 > the quality of numerical integration schemes for rigid
71 > bodies.\cite{Dullweber1997}
72  
73   \subsection{\label{introSection:lagrangian}Lagrangian Mechanics}
74  
75 < Newtonian Mechanics suffers from two important limitations: it
76 < describes their motion in special cartesian coordinate systems.
77 < Another limitation of Newtonian mechanics becomes obvious when we
78 < try to describe systems with large numbers of particles. It becomes
79 < very difficult to predict the properties of the system by carrying
80 < out calculations involving the each individual interaction between
81 < all the particles, even if we know all of the details of the
82 < interaction. In order to overcome some of the practical difficulties
83 < which arise in attempts to apply Newton's equation to complex
84 < system, alternative procedures may be developed.
75 > Newtonian Mechanics suffers from an important limitation: motion can
76 > only be described in cartesian coordinate systems which make it
77 > impossible to predict analytically the properties of the system even
78 > if we know all of the details of the interaction. In order to
79 > overcome some of the practical difficulties which arise in attempts
80 > to apply Newton's equation to complex systems, approximate numerical
81 > procedures may be developed.
82  
83 < \subsubsection{\label{introSection:halmiltonPrinciple}Hamilton's
84 < Principle}
83 > \subsubsection{\label{introSection:halmiltonPrinciple}\textbf{Hamilton's
84 > Principle}}
85  
86   Hamilton introduced the dynamical principle upon which it is
87 < possible to base all of mechanics and, indeed, most of classical
88 < physics. Hamilton's Principle may be stated as follow,
89 <
90 < The actual trajectory, along which a dynamical system may move from
91 < one point to another within a specified time, is derived by finding
92 < the path which minimizes the time integral of the difference between
96 < the kinetic, $K$, and potential energies, $U$ \cite{tolman79}.
87 > possible to base all of mechanics and most of classical physics.
88 > Hamilton's Principle may be stated as follows: the trajectory, along
89 > which a dynamical system may move from one point to another within a
90 > specified time, is derived by finding the path which minimizes the
91 > time integral of the difference between the kinetic $K$, and
92 > potential energies $U$,
93   \begin{equation}
94 < \delta \int_{t_1 }^{t_2 } {(K - U)dt = 0} ,
94 > \delta \int_{t_1 }^{t_2 } {(K - U)dt = 0}.
95   \label{introEquation:halmitonianPrinciple1}
96   \end{equation}
101
97   For simple mechanical systems, where the forces acting on the
98 < different part are derivable from a potential and the velocities are
99 < small compared with that of light, the Lagrangian function $L$ can
100 < be define as the difference between the kinetic energy of the system
106 < and its potential energy,
98 > different parts are derivable from a potential, the Lagrangian
99 > function $L$ can be defined as the difference between the kinetic
100 > energy of the system and its potential energy,
101   \begin{equation}
102 < L \equiv K - U = L(q_i ,\dot q_i ) ,
102 > L \equiv K - U = L(q_i ,\dot q_i ).
103   \label{introEquation:lagrangianDef}
104   \end{equation}
105 < then Eq.~\ref{introEquation:halmitonianPrinciple1} becomes
105 > Thus, Eq.~\ref{introEquation:halmitonianPrinciple1} becomes
106   \begin{equation}
107 < \delta \int_{t_1 }^{t_2 } {L dt = 0} ,
107 > \delta \int_{t_1 }^{t_2 } {L dt = 0} .
108   \label{introEquation:halmitonianPrinciple2}
109   \end{equation}
110  
111 < \subsubsection{\label{introSection:equationOfMotionLagrangian}The
112 < Equations of Motion in Lagrangian Mechanics}
111 > \subsubsection{\label{introSection:equationOfMotionLagrangian}\textbf{The
112 > Equations of Motion in Lagrangian Mechanics}}
113  
114 < For a holonomic system of $f$ degrees of freedom, the equations of
115 < motion in the Lagrangian form is
114 > For a system of $f$ degrees of freedom, the equations of motion in
115 > the Lagrangian form is
116   \begin{equation}
117   \frac{d}{{dt}}\frac{{\partial L}}{{\partial \dot q_i }} -
118   \frac{{\partial L}}{{\partial q_i }} = 0,{\rm{ }}i = 1, \ldots,f
# Line 132 | Line 126 | classical mechanics. If the potential energy of a syst
126   Arising from Lagrangian Mechanics, Hamiltonian Mechanics was
127   introduced by William Rowan Hamilton in 1833 as a re-formulation of
128   classical mechanics. If the potential energy of a system is
129 < independent of generalized velocities, the generalized momenta can
136 < be defined as
129 > independent of velocities, the momenta can be defined as
130   \begin{equation}
131   p_i = \frac{\partial L}{\partial \dot q_i}
132   \label{introEquation:generalizedMomenta}
# Line 143 | Line 136 | p_i  = \frac{{\partial L}}{{\partial q_i }}
136   p_i  = \frac{{\partial L}}{{\partial q_i }}
137   \label{introEquation:generalizedMomentaDot}
138   \end{equation}
146
139   With the help of the generalized momenta, we may now define a new
140   quantity $H$ by the equation
141   \begin{equation}
# Line 151 | Line 143 | where $ \dot q_1  \ldots \dot q_f $ are generalized ve
143   \label{introEquation:hamiltonianDefByLagrangian}
144   \end{equation}
145   where $ \dot q_1  \ldots \dot q_f $ are generalized velocities and
146 < $L$ is the Lagrangian function for the system.
147 <
156 < Differentiating Eq.~\ref{introEquation:hamiltonianDefByLagrangian},
157 < one can obtain
146 > $L$ is the Lagrangian function for the system. Differentiating
147 > Eq.~\ref{introEquation:hamiltonianDefByLagrangian}, one can obtain
148   \begin{equation}
149   dH = \sum\limits_k {\left( {p_k d\dot q_k  + \dot q_k dp_k  -
150   \frac{{\partial L}}{{\partial q_k }}dq_k  - \frac{{\partial
151   L}}{{\partial \dot q_k }}d\dot q_k } \right)}  - \frac{{\partial
152 < L}}{{\partial t}}dt \label{introEquation:diffHamiltonian1}
152 > L}}{{\partial t}}dt . \label{introEquation:diffHamiltonian1}
153   \end{equation}
154 < Making use of  Eq.~\ref{introEquation:generalizedMomenta}, the
155 < second and fourth terms in the parentheses cancel. Therefore,
154 > Making use of Eq.~\ref{introEquation:generalizedMomenta}, the second
155 > and fourth terms in the parentheses cancel. Therefore,
156   Eq.~\ref{introEquation:diffHamiltonian1} can be rewritten as
157   \begin{equation}
158   dH = \sum\limits_k {\left( {\dot q_k dp_k  - \dot p_k dq_k }
159 < \right)}  - \frac{{\partial L}}{{\partial t}}dt
159 > \right)}  - \frac{{\partial L}}{{\partial t}}dt .
160   \label{introEquation:diffHamiltonian2}
161   \end{equation}
162   By identifying the coefficients of $dq_k$, $dp_k$ and dt, we can
163   find
164   \begin{equation}
165 < \frac{{\partial H}}{{\partial p_k }} = q_k
165 > \frac{{\partial H}}{{\partial p_k }} = \dot {q_k}
166   \label{introEquation:motionHamiltonianCoordinate}
167   \end{equation}
168   \begin{equation}
169 < \frac{{\partial H}}{{\partial q_k }} =  - p_k
169 > \frac{{\partial H}}{{\partial q_k }} =  - \dot {p_k}
170   \label{introEquation:motionHamiltonianMomentum}
171   \end{equation}
172   and
# Line 185 | Line 175 | t}}
175   t}}
176   \label{introEquation:motionHamiltonianTime}
177   \end{equation}
178 <
189 < Eq.~\ref{introEquation:motionHamiltonianCoordinate} and
178 > where Eq.~\ref{introEquation:motionHamiltonianCoordinate} and
179   Eq.~\ref{introEquation:motionHamiltonianMomentum} are Hamilton's
180   equation of motion. Due to their symmetrical formula, they are also
181 < known as the canonical equations of motions \cite{Goldstein01}.
181 > known as the canonical equations of motions.\cite{Goldstein2001}
182  
183   An important difference between Lagrangian approach and the
184   Hamiltonian approach is that the Lagrangian is considered to be a
185 < function of the generalized velocities $\dot q_i$ and the
186 < generalized coordinates $q_i$, while the Hamiltonian is considered
187 < to be a function of the generalized momenta $p_i$ and the conjugate
188 < generalized coordinate $q_i$. Hamiltonian Mechanics is more
189 < appropriate for application to statistical mechanics and quantum
190 < mechanics, since it treats the coordinate and its time derivative as
191 < independent variables and it only works with 1st-order differential
203 < equations\cite{Marion90}.
204 <
185 > function of the generalized velocities $\dot q_i$ and coordinates
186 > $q_i$, while the Hamiltonian is considered to be a function of the
187 > generalized momenta $p_i$ and the conjugate coordinates $q_i$.
188 > Hamiltonian Mechanics is more appropriate for application to
189 > statistical mechanics and quantum mechanics, since it treats the
190 > coordinate and its time derivative as independent variables and it
191 > only works with 1st-order differential equations.\cite{Marion1990}
192   In Newtonian Mechanics, a system described by conservative forces
193 < conserves the total energy \ref{introEquation:energyConservation}.
194 < It follows that Hamilton's equations of motion conserve the total
195 < Hamiltonian.
193 > conserves the total energy
194 > (Eq.~\ref{introEquation:energyConservation}). It follows that
195 > Hamilton's equations of motion conserve the total Hamiltonian
196   \begin{equation}
197   \frac{{dH}}{{dt}} = \sum\limits_i {\left( {\frac{{\partial
198   H}}{{\partial q_i }}\dot q_i  + \frac{{\partial H}}{{\partial p_i
199   }}\dot p_i } \right)}  = \sum\limits_i {\left( {\frac{{\partial
200   H}}{{\partial q_i }}\frac{{\partial H}}{{\partial p_i }} -
201   \frac{{\partial H}}{{\partial p_i }}\frac{{\partial H}}{{\partial
202 < q_i }}} \right) = 0} \label{introEquation:conserveHalmitonian}
202 > q_i }}} \right) = 0}. \label{introEquation:conserveHalmitonian}
203   \end{equation}
204  
205   \section{\label{introSection:statisticalMechanics}Statistical
# Line 221 | Line 208 | The following section will give a brief introduction t
208   The thermodynamic behaviors and properties of Molecular Dynamics
209   simulation are governed by the principle of Statistical Mechanics.
210   The following section will give a brief introduction to some of the
211 < Statistical Mechanics concepts and theorem presented in this
211 > Statistical Mechanics concepts and theorems presented in this
212   dissertation.
213  
214   \subsection{\label{introSection:ensemble}Phase Space and Ensemble}
215  
216   Mathematically, phase space is the space which represents all
217 < possible states. Each possible state of the system corresponds to
218 < one unique point in the phase space. For mechanical systems, the
219 < phase space usually consists of all possible values of position and
220 < momentum variables. Consider a dynamic system in a cartesian space,
221 < where each of the $6f$ coordinates and momenta is assigned to one of
222 < $6f$ mutually orthogonal axes, the phase space of this system is a
223 < $6f$ dimensional space. A point, $x = (q_1 , \ldots ,q_f ,p_1 ,
224 < \ldots ,p_f )$, with a unique set of values of $6f$ coordinates and
217 > possible states of a system. Each possible state of the system
218 > corresponds to one unique point in the phase space. For mechanical
219 > systems, the phase space usually consists of all possible values of
220 > position and momentum variables. Consider a dynamic system of $f$
221 > particles in a cartesian space, where each of the $6f$ coordinates
222 > and momenta is assigned to one of $6f$ mutually orthogonal axes, the
223 > phase space of this system is a $6f$ dimensional space. A point, $x
224 > =
225 > (\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
226 > \over q} _1 , \ldots
227 > ,\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
228 > \over q} _f
229 > ,\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
230 > \over p} _1  \ldots
231 > ,\mathord{\buildrel{\lower3pt\hbox{$\scriptscriptstyle\rightharpoonup$}}
232 > \over p} _f )$ , with a unique set of values of $6f$ coordinates and
233   momenta is a phase space vector.
234 + %%%fix me
235  
236 < A microscopic state or microstate of a classical system is
241 < specification of the complete phase space vector of a system at any
242 < instant in time. An ensemble is defined as a collection of systems
243 < sharing one or more macroscopic characteristics but each being in a
244 < unique microstate. The complete ensemble is specified by giving all
245 < systems or microstates consistent with the common macroscopic
246 < characteristics of the ensemble. Although the state of each
247 < individual system in the ensemble could be precisely described at
248 < any instance in time by a suitable phase space vector, when using
249 < ensembles for statistical purposes, there is no need to maintain
250 < distinctions between individual systems, since the numbers of
251 < systems at any time in the different states which correspond to
252 < different regions of the phase space are more interesting. Moreover,
253 < in the point of view of statistical mechanics, one would prefer to
254 < use ensembles containing a large enough population of separate
255 < members so that the numbers of systems in such different states can
256 < be regarded as changing continuously as we traverse different
257 < regions of the phase space. The condition of an ensemble at any time
236 > In statistical mechanics, the condition of an ensemble at any time
237   can be regarded as appropriately specified by the density $\rho$
238   with which representative points are distributed over the phase
239 < space. The density of distribution for an ensemble with $f$ degrees
240 < of freedom is defined as,
239 > space. The density distribution for an ensemble with $f$ degrees of
240 > freedom is defined as,
241   \begin{equation}
242   \rho  = \rho (q_1 , \ldots ,q_f ,p_1 , \ldots ,p_f ,t).
243   \label{introEquation:densityDistribution}
244   \end{equation}
245   Governed by the principles of mechanics, the phase points change
246 < their value which would change the density at any time at phase
247 < space. Hence, the density of distribution is also to be taken as a
248 < function of the time.
249 <
271 < The number of systems $\delta N$ at time $t$ can be determined by,
246 > their locations which changes the density at any time at phase
247 > space. Hence, the density distribution is also to be taken as a
248 > function of the time. The number of systems $\delta N$ at time $t$
249 > can be determined by,
250   \begin{equation}
251   \delta N = \rho (q,p,t)dq_1  \ldots dq_f dp_1  \ldots dp_f.
252   \label{introEquation:deltaN}
253   \end{equation}
254 < Assuming a large enough population of systems are exploited, we can
255 < sufficiently approximate $\delta N$ without introducing
256 < discontinuity when we go from one region in the phase space to
257 < another. By integrating over the whole phase space,
254 > Assuming enough copies of the systems, we can sufficiently
255 > approximate $\delta N$ without introducing discontinuity when we go
256 > from one region in the phase space to another. By integrating over
257 > the whole phase space,
258   \begin{equation}
259   N = \int { \ldots \int {\rho (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f
260   \label{introEquation:totalNumberSystem}
261   \end{equation}
262 < gives us an expression for the total number of the systems. Hence,
263 < the probability per unit in the phase space can be obtained by,
262 > gives us an expression for the total number of copies. Hence, the
263 > probability per unit volume in the phase space can be obtained by,
264   \begin{equation}
265   \frac{{\rho (q,p,t)}}{N} = \frac{{\rho (q,p,t)}}{{\int { \ldots \int
266   {\rho (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}.
267   \label{introEquation:unitProbability}
268   \end{equation}
269 < With the help of Equation(\ref{introEquation:unitProbability}) and
270 < the knowledge of the system, it is possible to calculate the average
269 > With the help of Eq.~\ref{introEquation:unitProbability} and the
270 > knowledge of the system, it is possible to calculate the average
271   value of any desired quantity which depends on the coordinates and
272 < momenta of the system. Even when the dynamics of the real system is
272 > momenta of the system. Even when the dynamics of the real system are
273   complex, or stochastic, or even discontinuous, the average
274 < properties of the ensemble of possibilities as a whole may still
275 < remain well defined. For a classical system in thermal equilibrium
276 < with its environment, the ensemble average of a mechanical quantity,
277 < $\langle A(q , p) \rangle_t$, takes the form of an integral over the
278 < phase space of the system,
274 > properties of the ensemble of possibilities as a whole remain well
275 > defined. For a classical system in thermal equilibrium with its
276 > environment, the ensemble average of a mechanical quantity, $\langle
277 > A(q , p) \rangle_t$, takes the form of an integral over the phase
278 > space of the system,
279   \begin{equation}
280   \langle  A(q , p) \rangle_t = \frac{{\int { \ldots \int {A(q,p)\rho
281   (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}{{\int { \ldots \int {\rho
282 < (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}
282 > (q,p,t)dq_1 } ...dq_f dp_1 } ...dp_f }}.
283   \label{introEquation:ensembelAverage}
284   \end{equation}
285  
308 There are several different types of ensembles with different
309 statistical characteristics. As a function of macroscopic
310 parameters, such as temperature \textit{etc}, partition function can
311 be used to describe the statistical properties of a system in
312 thermodynamic equilibrium.
313
314 As an ensemble of systems, each of which is known to be thermally
315 isolated and conserve energy, Microcanonical ensemble(NVE) has a
316 partition function like,
317 \begin{equation}
318 \Omega (N,V,E) = e^{\beta TS} \label{introEquation:NVEPartition}.
319 \end{equation}
320 A canonical ensemble(NVT)is an ensemble of systems, each of which
321 can share its energy with a large heat reservoir. The distribution
322 of the total energy amongst the possible dynamical states is given
323 by the partition function,
324 \begin{equation}
325 \Omega (N,V,T) = e^{ - \beta A}
326 \label{introEquation:NVTPartition}
327 \end{equation}
328 Here, $A$ is the Helmholtz free energy which is defined as $ A = U -
329 TS$. Since most experiment are carried out under constant pressure
330 condition, isothermal-isobaric ensemble(NPT) play a very important
331 role in molecular simulation. The isothermal-isobaric ensemble allow
332 the system to exchange energy with a heat bath of temperature $T$
333 and to change the volume as well. Its partition function is given as
334 \begin{equation}
335 \Delta (N,P,T) =  - e^{\beta G}.
336 \label{introEquation:NPTPartition}
337 \end{equation}
338 Here, $G = U - TS + PV$, and $G$ is called Gibbs free energy.
339
286   \subsection{\label{introSection:liouville}Liouville's theorem}
287  
288 < The Liouville's theorem is the foundation on which statistical
289 < mechanics rests. It describes the time evolution of phase space
288 > Liouville's theorem is the foundation on which statistical mechanics
289 > rests. It describes the time evolution of the phase space
290   distribution function. In order to calculate the rate of change of
291 < $\rho$, we begin from Equation(\ref{introEquation:deltaN}). If we
292 < consider the two faces perpendicular to the $q_1$ axis, which are
293 < located at $q_1$ and $q_1 + \delta q_1$, the number of phase points
294 < leaving the opposite face is given by the expression,
291 > $\rho$, we begin from Eq.~\ref{introEquation:deltaN}. If we consider
292 > the two faces perpendicular to the $q_1$ axis, which are located at
293 > $q_1$ and $q_1 + \delta q_1$, the number of phase points leaving the
294 > opposite face is given by the expression,
295   \begin{equation}
296   \left( {\rho  + \frac{{\partial \rho }}{{\partial q_1 }}\delta q_1 }
297   \right)\left( {\dot q_1  + \frac{{\partial \dot q_1 }}{{\partial q_1
# Line 369 | Line 315 | which cancels the first terms of the right hand side.
315   + \frac{{\partial \dot p_i }}{{\partial p_i }}} \right)}  = 0 ,
316   \end{equation}
317   which cancels the first terms of the right hand side. Furthermore,
318 < divining $ \delta q_1  \ldots \delta q_f \delta p_1  \ldots \delta
318 > dividing $ \delta q_1  \ldots \delta q_f \delta p_1  \ldots \delta
319   p_f $ in both sides, we can write out Liouville's theorem in a
320   simple form,
321   \begin{equation}
# Line 378 | Line 324 | simple form,
324   \frac{{\partial \rho }}{{\partial p_i }}\dot p_i } \right)}  = 0 .
325   \label{introEquation:liouvilleTheorem}
326   \end{equation}
381
327   Liouville's theorem states that the distribution function is
328   constant along any trajectory in phase space. In classical
329 < statistical mechanics, since the number of particles in the system
330 < is huge, we may be able to believe the system is stationary,
329 > statistical mechanics, since the number of system copies in an
330 > ensemble is huge and constant, we can assume the local density has
331 > no reason (other than classical mechanics) to change,
332   \begin{equation}
333   \frac{{\partial \rho }}{{\partial t}} = 0.
334   \label{introEquation:stationary}
# Line 395 | Line 341 | distribution,
341   \label{introEquation:densityAndHamiltonian}
342   \end{equation}
343  
344 < \subsubsection{\label{introSection:phaseSpaceConservation}Conservation of Phase Space}
344 > \subsubsection{\label{introSection:phaseSpaceConservation}\textbf{Conservation of Phase Space}}
345   Lets consider a region in the phase space,
346   \begin{equation}
347   \delta v = \int { \ldots \int {dq_1 } ...dq_f dp_1 } ..dp_f .
348   \end{equation}
349   If this region is small enough, the density $\rho$ can be regarded
350 < as uniform over the whole phase space. Thus, the number of phase
351 < points inside this region is given by,
350 > as uniform over the whole integral. Thus, the number of phase points
351 > inside this region is given by,
352   \begin{equation}
353   \delta N = \rho \delta v = \rho \int { \ldots \int {dq_1 } ...dq_f
354   dp_1 } ..dp_f.
# Line 412 | Line 358 | dp_1 } ..dp_f.
358   \frac{{d(\delta N)}}{{dt}} = \frac{{d\rho }}{{dt}}\delta v + \rho
359   \frac{d}{{dt}}(\delta v) = 0.
360   \end{equation}
361 < With the help of stationary assumption
362 < (\ref{introEquation:stationary}), we obtain the principle of the
363 < \emph{conservation of extension in phase space},
361 > With the help of the stationary assumption
362 > (Eq.~\ref{introEquation:stationary}), we obtain the principle of
363 > \emph{conservation of volume in phase space},
364   \begin{equation}
365   \frac{d}{{dt}}(\delta v) = \frac{d}{{dt}}\int { \ldots \int {dq_1 }
366   ...dq_f dp_1 } ..dp_f  = 0.
367   \label{introEquation:volumePreserving}
368   \end{equation}
369  
370 < \subsubsection{\label{introSection:liouvilleInOtherForms}Liouville's Theorem in Other Forms}
370 > \subsubsection{\label{introSection:liouvilleInOtherForms}\textbf{Liouville's Theorem in Other Forms}}
371  
372 < Liouville's theorem can be expresses in a variety of different forms
372 > Liouville's theorem can be expressed in a variety of different forms
373   which are convenient within different contexts. For any two function
374   $F$ and $G$ of the coordinates and momenta of a system, the Poisson
375 < bracket ${F, G}$ is defined as
375 > bracket $\{F,G\}$ is defined as
376   \begin{equation}
377   \left\{ {F,G} \right\} = \sum\limits_i {\left( {\frac{{\partial
378   F}}{{\partial q_i }}\frac{{\partial G}}{{\partial p_i }} -
# Line 434 | Line 380 | q_i }}} \right)}.
380   q_i }}} \right)}.
381   \label{introEquation:poissonBracket}
382   \end{equation}
383 < Substituting equations of motion in Hamiltonian formalism(
384 < \ref{introEquation:motionHamiltonianCoordinate} ,
385 < \ref{introEquation:motionHamiltonianMomentum} ) into
386 < (\ref{introEquation:liouvilleTheorem}), we can rewrite Liouville's
387 < theorem using Poisson bracket notion,
383 > Substituting equations of motion in Hamiltonian formalism
384 > (Eq.~\ref{introEquation:motionHamiltonianCoordinate} ,
385 > Eq.~\ref{introEquation:motionHamiltonianMomentum}) into
386 > (Eq.~\ref{introEquation:liouvilleTheorem}), we can rewrite
387 > Liouville's theorem using Poisson bracket notion,
388   \begin{equation}
389   \left( {\frac{{\partial \rho }}{{\partial t}}} \right) =  - \left\{
390   {\rho ,H} \right\}.
# Line 457 | Line 403 | expressed as
403   \left( {\frac{{\partial \rho }}{{\partial t}}} \right) =  - iL\rho
404   \label{introEquation:liouvilleTheoremInOperator}
405   \end{equation}
406 <
406 > which can help define a propagator $\rho (t) = e^{-iLt} \rho (0)$.
407   \subsection{\label{introSection:ergodic}The Ergodic Hypothesis}
408  
409   Various thermodynamic properties can be calculated from Molecular
410   Dynamics simulation. By comparing experimental values with the
411   calculated properties, one can determine the accuracy of the
412 < simulation and the quality of the underlying model. However, both of
413 < experiment and computer simulation are usually performed during a
412 > simulation and the quality of the underlying model. However, both
413 > experiments and computer simulations are usually performed during a
414   certain time interval and the measurements are averaged over a
415 < period of them which is different from the average behavior of
416 < many-body system in Statistical Mechanics. Fortunately, Ergodic
417 < Hypothesis is proposed to make a connection between time average and
418 < ensemble average. It states that time average and average over the
419 < statistical ensemble are identical \cite{Frenkel1996, leach01:mm}.
415 > period of time which is different from the average behavior of
416 > many-body system in Statistical Mechanics. Fortunately, the Ergodic
417 > Hypothesis makes a connection between time average and the ensemble
418 > average. It states that the time average and average over the
419 > statistical ensemble are identical:\cite{Frenkel1996, Leach2001}
420   \begin{equation}
421   \langle A(q , p) \rangle_t = \mathop {\lim }\limits_{t \to \infty }
422   \frac{1}{t}\int\limits_0^t {A(q(t),p(t))dt = \int\limits_\Gamma
# Line 479 | Line 425 | distribution function. If an observation is averaged o
425   where $\langle  A(q , p) \rangle_t$ is an equilibrium value of a
426   physical quantity and $\rho (p(t), q(t))$ is the equilibrium
427   distribution function. If an observation is averaged over a
428 < sufficiently long time (longer than relaxation time), all accessible
429 < microstates in phase space are assumed to be equally probed, giving
430 < a properly weighted statistical average. This allows the researcher
431 < freedom of choice when deciding how best to measure a given
432 < observable. In case an ensemble averaged approach sounds most
433 < reasonable, the Monte Carlo techniques\cite{metropolis:1949} can be
428 > sufficiently long time (longer than the relaxation time), all
429 > accessible microstates in phase space are assumed to be equally
430 > probed, giving a properly weighted statistical average. This allows
431 > the researcher freedom of choice when deciding how best to measure a
432 > given observable. In case an ensemble averaged approach sounds most
433 > reasonable, the Monte Carlo methods\cite{Metropolis1949} can be
434   utilized. Or if the system lends itself to a time averaging
435   approach, the Molecular Dynamics techniques in
436   Sec.~\ref{introSection:molecularDynamics} will be the best
437 < choice\cite{Frenkel1996}.
437 > choice.\cite{Frenkel1996}
438  
439   \section{\label{introSection:geometricIntegratos}Geometric Integrators}
440 < A variety of numerical integrators were proposed to simulate the
441 < motions. They usually begin with an initial conditionals and move
442 < the objects in the direction governed by the differential equations.
443 < However, most of them ignore the hidden physical law contained
444 < within the equations. Since 1990, geometric integrators, which
445 < preserve various phase-flow invariants such as symplectic structure,
446 < volume and time reversal symmetry, are developed to address this
447 < issue. The velocity verlet method, which happens to be a simple
448 < example of symplectic integrator, continues to gain its popularity
449 < in molecular dynamics community. This fact can be partly explained
450 < by its geometric nature.
440 > A variety of numerical integrators have been proposed to simulate
441 > the motions of atoms in MD simulation. They usually begin with
442 > initial conditions and move the objects in the direction governed by
443 > the differential equations. However, most of them ignore the hidden
444 > physical laws contained within the equations. Since 1990, geometric
445 > integrators, which preserve various phase-flow invariants such as
446 > symplectic structure, volume and time reversal symmetry, were
447 > developed to address this issue.\cite{Dullweber1997, McLachlan1998,
448 > Leimkuhler1999} The velocity Verlet method, which happens to be a
449 > simple example of symplectic integrator, continues to gain
450 > popularity in the molecular dynamics community. This fact can be
451 > partly explained by its geometric nature.
452  
453 < \subsection{\label{introSection:symplecticManifold}Symplectic Manifold}
454 < A \emph{manifold} is an abstract mathematical space. It locally
455 < looks like Euclidean space, but when viewed globally, it may have
456 < more complicate structure. A good example of manifold is the surface
457 < of Earth. It seems to be flat locally, but it is round if viewed as
458 < a whole. A \emph{differentiable manifold} (also known as
459 < \emph{smooth manifold}) is a manifold with an open cover in which
460 < the covering neighborhoods are all smoothly isomorphic to one
461 < another. In other words,it is possible to apply calculus on
462 < \emph{differentiable manifold}. A \emph{symplectic manifold} is
516 < defined as a pair $(M, \omega)$ which consisting of a
517 < \emph{differentiable manifold} $M$ and a close, non-degenerated,
453 > \subsection{\label{introSection:symplecticManifold}Symplectic Manifolds}
454 > A \emph{manifold} is an abstract mathematical space. It looks
455 > locally like Euclidean space, but when viewed globally, it may have
456 > more complicated structure. A good example of manifold is the
457 > surface of Earth. It seems to be flat locally, but it is round if
458 > viewed as a whole. A \emph{differentiable manifold} (also known as
459 > \emph{smooth manifold}) is a manifold on which it is possible to
460 > apply calculus.\cite{Hirsch1997} A \emph{symplectic manifold} is
461 > defined as a pair $(M, \omega)$ which consists of a
462 > \emph{differentiable manifold} $M$ and a close, non-degenerate,
463   bilinear symplectic form, $\omega$. A symplectic form on a vector
464   space $V$ is a function $\omega(x, y)$ which satisfies
465   $\omega(\lambda_1x_1+\lambda_2x_2, y) = \lambda_1\omega(x_1, y)+
466   \lambda_2\omega(x_2, y)$, $\omega(x, y) = - \omega(y, x)$ and
467 < $\omega(x, x) = 0$. Cross product operation in vector field is an
468 < example of symplectic form.
467 > $\omega(x, x) = 0$.\cite{McDuff1998} The cross product operation in
468 > vector field is an example of symplectic form. One of the
469 > motivations to study \emph{symplectic manifolds} in Hamiltonian
470 > Mechanics is that a symplectic manifold can represent all possible
471 > configurations of the system and the phase space of the system can
472 > be described by it's cotangent bundle.\cite{Jost2002} Every
473 > symplectic manifold is even dimensional. For instance, in Hamilton
474 > equations, coordinate and momentum always appear in pairs.
475  
525 One of the motivations to study \emph{symplectic manifold} in
526 Hamiltonian Mechanics is that a symplectic manifold can represent
527 all possible configurations of the system and the phase space of the
528 system can be described by it's cotangent bundle. Every symplectic
529 manifold is even dimensional. For instance, in Hamilton equations,
530 coordinate and momentum always appear in pairs.
531
532 Let  $(M,\omega)$ and $(N, \eta)$ be symplectic manifolds. A map
533 \[
534 f : M \rightarrow N
535 \]
536 is a \emph{symplectomorphism} if it is a \emph{diffeomorphims} and
537 the \emph{pullback} of $\eta$ under f is equal to $\omega$.
538 Canonical transformation is an example of symplectomorphism in
539 classical mechanics.
540
476   \subsection{\label{introSection:ODE}Ordinary Differential Equations}
477  
478 < For a ordinary differential system defined as
478 > For an ordinary differential system defined as
479   \begin{equation}
480   \dot x = f(x)
481   \end{equation}
482 < where $x = x(q,p)^T$, this system is canonical Hamiltonian, if
482 > where $x = x(q,p)$, this system is a canonical Hamiltonian, if
483 > $f(x) = J\nabla _x H(x)$. Here, $H = H (q, p)$ is Hamiltonian
484 > function and $J$ is the skew-symmetric matrix
485   \begin{equation}
549 f(r) = J\nabla _x H(r).
550 \end{equation}
551 $H = H (q, p)$ is Hamiltonian function and $J$ is the skew-symmetric
552 matrix
553 \begin{equation}
486   J = \left( {\begin{array}{*{20}c}
487     0 & I  \\
488     { - I} & 0  \\
# Line 560 | Line 492 | system can be rewritten as,
492   where $I$ is an identity matrix. Using this notation, Hamiltonian
493   system can be rewritten as,
494   \begin{equation}
495 < \frac{d}{{dt}}x = J\nabla _x H(x)
495 > \frac{d}{{dt}}x = J\nabla _x H(x).
496   \label{introEquation:compactHamiltonian}
497   \end{equation}In this case, $f$ is
498 < called a \emph{Hamiltonian vector field}.
499 <
568 < Another generalization of Hamiltonian dynamics is Poisson Dynamics,
498 > called a \emph{Hamiltonian vector field}. Another generalization of
499 > Hamiltonian dynamics is Poisson Dynamics,\cite{Olver1986}
500   \begin{equation}
501   \dot x = J(x)\nabla _x H \label{introEquation:poissonHamiltonian}
502   \end{equation}
503 < The most obvious change being that matrix $J$ now depends on $x$.
503 > where the most obvious change being that matrix $J$ now depends on
504 > $x$.
505  
506 < \subsection{\label{introSection:exactFlow}Exact Flow}
506 > \subsection{\label{introSection:exactFlow}Exact Propagator}
507  
508 < Let $x(t)$ be the exact solution of the ODE system,
508 > Let $x(t)$ be the exact solution of the ODE
509 > system,
510   \begin{equation}
511 < \frac{{dx}}{{dt}} = f(x) \label{introEquation:ODE}
512 < \end{equation}
513 < The exact flow(solution) $\varphi_\tau$ is defined by
514 < \[
515 < x(t+\tau) =\varphi_\tau(x(t))
511 > \frac{{dx}}{{dt}} = f(x), \label{introEquation:ODE}
512 > \end{equation} we can
513 > define its exact propagator $\varphi_\tau$:
514 > \[ x(t+\tau)
515 > =\varphi_\tau(x(t))
516   \]
517   where $\tau$ is a fixed time step and $\varphi$ is a map from phase
518 < space to itself. The flow has the continuous group property,
518 > space to itself. The propagator has the continuous group property,
519   \begin{equation}
520   \varphi _{\tau _1 }  \circ \varphi _{\tau _2 }  = \varphi _{\tau _1
521   + \tau _2 } .
# Line 591 | Line 524 | In particular,
524   \begin{equation}
525   \varphi _\tau   \circ \varphi _{ - \tau }  = I
526   \end{equation}
527 < Therefore, the exact flow is self-adjoint,
527 > Therefore, the exact propagator is self-adjoint,
528   \begin{equation}
529   \varphi _\tau   = \varphi _{ - \tau }^{ - 1}.
530   \end{equation}
531 < The exact flow can also be written in terms of the of an operator,
531 > The exact propagator can also be written as an operator,
532   \begin{equation}
533   \varphi _\tau  (x) = e^{\tau \sum\limits_i {f_i (x)\frac{\partial
534   }{{\partial x_i }}} } (x) \equiv \exp (\tau f)(x).
535   \label{introEquation:exponentialOperator}
536   \end{equation}
537 <
538 < In most cases, it is not easy to find the exact flow $\varphi_\tau$.
539 < Instead, we use a approximate map, $\psi_\tau$, which is usually
540 < called integrator. The order of an integrator $\psi_\tau$ is $p$, if
541 < the Taylor series of $\psi_\tau$ agree to order $p$,
537 > In most cases, it is not easy to find the exact propagator
538 > $\varphi_\tau$. Instead, we use an approximate map, $\psi_\tau$,
539 > which is usually called an integrator. The order of an integrator
540 > $\psi_\tau$ is $p$, if the Taylor series of $\psi_\tau$ agree to
541 > order $p$,
542   \begin{equation}
543 < \psi_tau(x) = x + \tau f(x) + O(\tau^{p+1})
543 > \psi_\tau(x) = x + \tau f(x) + O(\tau^{p+1})
544   \end{equation}
545  
546   \subsection{\label{introSection:geometricProperties}Geometric Properties}
547  
548 < The hidden geometric properties of ODE and its flow play important
549 < roles in numerical studies. Many of them can be found in systems
550 < which occur naturally in applications.
551 <
552 < Let $\varphi$ be the flow of Hamiltonian vector field, $\varphi$ is
620 < a \emph{symplectic} flow if it satisfies,
548 > The hidden geometric properties\cite{Budd1999, Marsden1998} of an
549 > ODE and its propagator play important roles in numerical studies.
550 > Many of them can be found in systems which occur naturally in
551 > applications. Let $\varphi$ be the propagator of Hamiltonian vector
552 > field, $\varphi$ is a \emph{symplectic} propagator if it satisfies,
553   \begin{equation}
554   {\varphi '}^T J \varphi ' = J.
555   \end{equation}
556   According to Liouville's theorem, the symplectic volume is invariant
557 < under a Hamiltonian flow, which is the basis for classical
558 < statistical mechanics. Furthermore, the flow of a Hamiltonian vector
559 < field on a symplectic manifold can be shown to be a
557 > under a Hamiltonian propagator, which is the basis for classical
558 > statistical mechanics. Furthermore, the propagator of a Hamiltonian
559 > vector field on a symplectic manifold can be shown to be a
560   symplectomorphism. As to the Poisson system,
561   \begin{equation}
562   {\varphi '}^T J \varphi ' = J \circ \varphi
563   \end{equation}
564 < is the property must be preserved by the integrator.
565 <
566 < It is possible to construct a \emph{volume-preserving} flow for a
567 < source free($ \nabla \cdot f = 0 $) ODE, if the flow satisfies $
568 < \det d\varphi  = 1$. One can show easily that a symplectic flow will
569 < be volume-preserving.
570 <
639 < Changing the variables $y = h(x)$ in a ODE\ref{introEquation:ODE}
640 < will result in a new system,
564 > is the property that must be preserved by the integrator. It is
565 > possible to construct a \emph{volume-preserving} propagator for a
566 > source free ODE ($ \nabla \cdot f = 0 $), if the propagator
567 > satisfies $ \det d\varphi  = 1$. One can show easily that a
568 > symplectic propagator will be volume-preserving. Changing the
569 > variables $y = h(x)$ in an ODE (Eq.~\ref{introEquation:ODE}) will
570 > result in a new system,
571   \[
572   \dot y = \tilde f(y) = ((dh \cdot f)h^{ - 1} )(y).
573   \]
574   The vector filed $f$ has reversing symmetry $h$ if $f = - \tilde f$.
575 < In other words, the flow of this vector field is reversible if and
576 < only if $ h \circ \varphi ^{ - 1}  = \varphi  \circ h $.
577 <
578 < A \emph{first integral}, or conserved quantity of a general
579 < differential function is a function $ G:R^{2d}  \to R^d $ which is
650 < constant for all solutions of the ODE $\frac{{dx}}{{dt}} = f(x)$ ,
575 > In other words, the propagator of this vector field is reversible if
576 > and only if $ h \circ \varphi ^{ - 1}  = \varphi  \circ h $. A
577 > conserved quantity of a general differential function is a function
578 > $ G:R^{2d}  \to R^d $ which is constant for all solutions of the ODE
579 > $\frac{{dx}}{{dt}} = f(x)$ ,
580   \[
581   \frac{{dG(x(t))}}{{dt}} = 0.
582   \]
583 < Using chain rule, one may obtain,
583 > Using the chain rule, one may obtain,
584   \[
585 < \sum\limits_i {\frac{{dG}}{{dx_i }}} f_i (x) = f \bullet \nabla G,
585 > \sum\limits_i {\frac{{dG}}{{dx_i }}} f_i (x) = f \cdot \nabla G,
586   \]
587 < which is the condition for conserving \emph{first integral}. For a
588 < canonical Hamiltonian system, the time evolution of an arbitrary
589 < smooth function $G$ is given by,
590 < \begin{equation}
591 < \begin{array}{c}
592 < \frac{{dG(x(t))}}{{dt}} = [\nabla _x G(x(t))]^T \dot x(t) \\
664 <  = [\nabla _x G(x(t))]^T J\nabla _x H(x(t)). \\
665 < \end{array}
587 > which is the condition for conserved quantities. For a canonical
588 > Hamiltonian system, the time evolution of an arbitrary smooth
589 > function $G$ is given by,
590 > \begin{eqnarray}
591 > \frac{{dG(x(t))}}{{dt}} & = & [\nabla _x G(x(t))]^T \dot x(t) \notag\\
592 >                        & = & [\nabla _x G(x(t))]^T J\nabla _x H(x(t)).
593   \label{introEquation:firstIntegral1}
594 < \end{equation}
595 < Using poisson bracket notion, Equation
596 < \ref{introEquation:firstIntegral1} can be rewritten as
594 > \end{eqnarray}
595 > Using poisson bracket notion, Eq.~\ref{introEquation:firstIntegral1}
596 > can be rewritten as
597   \[
598   \frac{d}{{dt}}G(x(t)) = \left\{ {G,H} \right\}(x(t)).
599   \]
600 < Therefore, the sufficient condition for $G$ to be the \emph{first
601 < integral} of a Hamiltonian system is
602 < \[
603 < \left\{ {G,H} \right\} = 0.
604 < \]
605 < As well known, the Hamiltonian (or energy) H of a Hamiltonian system
606 < is a \emph{first integral}, which is due to the fact $\{ H,H\}  =
680 < 0$.
600 > Therefore, the sufficient condition for $G$ to be a conserved
601 > quantity of a Hamiltonian system is $\left\{ {G,H} \right\} = 0.$ As
602 > is well known, the Hamiltonian (or energy) H of a Hamiltonian system
603 > is a conserved quantity, which is due to the fact $\{ H,H\}  = 0$.
604 > When designing any numerical methods, one should always try to
605 > preserve the structural properties of the original ODE and its
606 > propagator.
607  
682
683 When designing any numerical methods, one should always try to
684 preserve the structural properties of the original ODE and its flow.
685
608   \subsection{\label{introSection:constructionSymplectic}Construction of Symplectic Methods}
609   A lot of well established and very effective numerical methods have
610 < been successful precisely because of their symplecticities even
610 > been successful precisely because of their symplectic nature even
611   though this fact was not recognized when they were first
612 < constructed. The most famous example is leapfrog methods in
613 < molecular dynamics. In general, symplectic integrators can be
612 > constructed. The most famous example is the Verlet-leapfrog method
613 > in molecular dynamics. In general, symplectic integrators can be
614   constructed using one of four different methods.
615   \begin{enumerate}
616   \item Generating functions
# Line 696 | Line 618 | constructed using one of four different methods.
618   \item Runge-Kutta methods
619   \item Splitting methods
620   \end{enumerate}
621 <
622 < Generating function tends to lead to methods which are cumbersome
623 < and difficult to use. In dissipative systems, variational methods
624 < can capture the decay of energy accurately. Since their
625 < geometrically unstable nature against non-Hamiltonian perturbations,
626 < ordinary implicit Runge-Kutta methods are not suitable for
627 < Hamiltonian system. Recently, various high-order explicit
628 < Runge--Kutta methods have been developed to overcome this
629 < instability. However, due to computational penalty involved in
630 < implementing the Runge-Kutta methods, they do not attract too much
631 < attention from Molecular Dynamics community. Instead, splitting have
632 < been widely accepted since they exploit natural decompositions of
633 < the system\cite{Tuckerman92}.
621 > Generating functions\cite{Channell1990} tend to lead to methods
622 > which are cumbersome and difficult to use. In dissipative systems,
623 > variational methods can capture the decay of energy
624 > accurately.\cite{Kane2000} Since they are geometrically unstable
625 > against non-Hamiltonian perturbations, ordinary implicit Runge-Kutta
626 > methods are not suitable for Hamiltonian
627 > system.\cite{Cartwright1992} Recently, various high-order explicit
628 > Runge-Kutta methods \cite{Owren1992,Chen2003} have been developed to
629 > overcome this instability. However, due to computational penalty
630 > involved in implementing the Runge-Kutta methods, they have not
631 > attracted much attention from the Molecular Dynamics community.
632 > Instead, splitting methods have been widely accepted since they
633 > exploit natural decompositions of the system.\cite{McLachlan1998,
634 > Tuckerman1992}
635  
636 < \subsubsection{\label{introSection:splittingMethod}Splitting Method}
636 > \subsubsection{\label{introSection:splittingMethod}\textbf{Splitting Methods}}
637  
638   The main idea behind splitting methods is to decompose the discrete
639 < $\varphi_h$ as a composition of simpler flows,
639 > $\varphi_h$ as a composition of simpler propagators,
640   \begin{equation}
641   \varphi _h  = \varphi _{h_1 }  \circ \varphi _{h_2 }  \ldots  \circ
642   \varphi _{h_n }
643   \label{introEquation:FlowDecomposition}
644   \end{equation}
645 < where each of the sub-flow is chosen such that each represent a
646 < simpler integration of the system.
647 <
725 < Suppose that a Hamiltonian system takes the form,
645 > where each of the sub-propagator is chosen such that each represent
646 > a simpler integration of the system. Suppose that a Hamiltonian
647 > system takes the form,
648   \[
649   H = H_1 + H_2.
650   \]
651   Here, $H_1$ and $H_2$ may represent different physical processes of
652   the system. For instance, they may relate to kinetic and potential
653   energy respectively, which is a natural decomposition of the
654 < problem. If $H_1$ and $H_2$ can be integrated using exact flows
655 < $\varphi_1(t)$ and $\varphi_2(t)$, respectively, a simple first
656 < order is then given by the Lie-Trotter formula
654 > problem. If $H_1$ and $H_2$ can be integrated using exact
655 > propagators $\varphi_1(t)$ and $\varphi_2(t)$, respectively, a
656 > simple first order expression is then given by the Lie-Trotter
657 > formula\cite{Trotter1959}
658   \begin{equation}
659   \varphi _h  = \varphi _{1,h}  \circ \varphi _{2,h},
660   \label{introEquation:firstOrderSplitting}
# Line 740 | Line 663 | must follow that each operator $\varphi_i(t)$ is a sym
663   continuous $\varphi _i$ over a time $h$. By definition, as
664   $\varphi_i(t)$ is the exact solution of a Hamiltonian system, it
665   must follow that each operator $\varphi_i(t)$ is a symplectic map.
666 < It is easy to show that any composition of symplectic flows yields a
667 < symplectic map,
666 > It is easy to show that any composition of symplectic propagators
667 > yields a symplectic map,
668   \begin{equation}
669   (\varphi '\phi ')^T J\varphi '\phi ' = \phi '^T \varphi '^T J\varphi
670   '\phi ' = \phi '^T J\phi ' = J,
# Line 749 | Line 672 | splitting in this context automatically generates a sy
672   \end{equation}
673   where $\phi$ and $\psi$ both are symplectic maps. Thus operator
674   splitting in this context automatically generates a symplectic map.
675 <
676 < The Lie-Trotter splitting(\ref{introEquation:firstOrderSplitting})
677 < introduces local errors proportional to $h^2$, while Strang
678 < splitting gives a second-order decomposition,
675 > The Lie-Trotter
676 > splitting(Eq.~\ref{introEquation:firstOrderSplitting}) introduces
677 > local errors proportional to $h^2$, while the Strang splitting gives
678 > a second-order decomposition,\cite{Strang1968}
679   \begin{equation}
680   \varphi _h  = \varphi _{1,h/2}  \circ \varphi _{2,h}  \circ \varphi
681   _{1,h/2} , \label{introEquation:secondOrderSplitting}
682   \end{equation}
683 < which has a local error proportional to $h^3$. Sprang splitting's
684 < popularity in molecular simulation community attribute to its
685 < symmetric property,
683 > which has a local error proportional to $h^3$. The Strang
684 > splitting's popularity in molecular simulation community attribute
685 > to its symmetric property,
686   \begin{equation}
687   \varphi _h^{ - 1} = \varphi _{ - h}.
688   \label{introEquation:timeReversible}
689   \end{equation}
690  
691 < \subsubsection{\label{introSection:exampleSplittingMethod}Example of Splitting Method}
691 > \subsubsection{\label{introSection:exampleSplittingMethod}\textbf{Examples of the Splitting Method}}
692   The classical equation for a system consisting of interacting
693   particles can be written in Hamiltonian form,
694   \[
695   H = T + V
696   \]
697   where $T$ is the kinetic energy and $V$ is the potential energy.
698 < Setting $H_1 = T, H_2 = V$ and applying Strang splitting, one
698 > Setting $H_1 = T, H_2 = V$ and applying the Strang splitting, one
699   obtains the following:
700   \begin{align}
701   q(\Delta t) &= q(0) + \dot{q}(0)\Delta t +
# Line 785 | Line 708 | known as \emph{velocity verlet} which is
708   \end{align}
709   where $F(t)$ is the force at time $t$. This integration scheme is
710   known as \emph{velocity verlet} which is
711 < symplectic(\ref{introEquation:SymplecticFlowComposition}),
712 < time-reversible(\ref{introEquation:timeReversible}) and
713 < volume-preserving (\ref{introEquation:volumePreserving}). These
711 > symplectic(Eq.~\ref{introEquation:SymplecticFlowComposition}),
712 > time-reversible(Eq.~\ref{introEquation:timeReversible}) and
713 > volume-preserving (Eq.~\ref{introEquation:volumePreserving}). These
714   geometric properties attribute to its long-time stability and its
715   popularity in the community. However, the most commonly used
716   velocity verlet integration scheme is written as below,
# Line 799 | Line 722 | q(\Delta t) &= q(0) + \Delta t\, \dot{q}\biggl (\frac{
722      \label{introEquation:Lp9b}\\%
723   %
724   \dot{q}(\Delta t) &= \dot{q}\biggl (\frac{\Delta t}{2}\biggr ) +
725 <    \frac{\Delta t}{2m}\, F[q(0)]. \label{introEquation:Lp9c}
725 >    \frac{\Delta t}{2m}\, F[q(t)]. \label{introEquation:Lp9c}
726   \end{align}
727   From the preceding splitting, one can see that the integration of
728   the equations of motion would follow:
# Line 808 | Line 731 | the equations of motion would follow:
731  
732   \item Use the half step velocities to move positions one whole step, $\Delta t$.
733  
734 < \item Evaluate the forces at the new positions, $\mathbf{r}(\Delta t)$, and use the new forces to complete the velocity move.
734 > \item Evaluate the forces at the new positions, $q(\Delta t)$, and use the new forces to complete the velocity move.
735  
736   \item Repeat from step 1 with the new position, velocities, and forces assuming the roles of the initial values.
737   \end{enumerate}
738 <
739 < Simply switching the order of splitting and composing, a new
740 < integrator, the \emph{position verlet} integrator, can be generated,
738 > By simply switching the order of the propagators in the splitting
739 > and composing a new integrator, the \emph{position verlet}
740 > integrator, can be generated,
741   \begin{align}
742   \dot q(\Delta t) &= \dot q(0) + \Delta tF(q(0))\left[ {q(0) +
743   \frac{{\Delta t}}{{2m}}\dot q(0)} \right], %
# Line 825 | Line 748 | q(\Delta t)} \right]. %
748   \label{introEquation:positionVerlet2}
749   \end{align}
750  
751 < \subsubsection{\label{introSection:errorAnalysis}Error Analysis and Higher Order Methods}
751 > \subsubsection{\label{introSection:errorAnalysis}\textbf{Error Analysis and Higher Order Methods}}
752  
753 < Baker-Campbell-Hausdorff formula can be used to determine the local
754 < error of splitting method in terms of commutator of the
755 < operators(\ref{introEquation:exponentialOperator}) associated with
756 < the sub-flow. For operators $hX$ and $hY$ which are associate to
757 < $\varphi_1(t)$ and $\varphi_2(t)$ respectively , we have
753 > The Baker-Campbell-Hausdorff formula\cite{Gilmore1974} can be used
754 > to determine the local error of a splitting method in terms of the
755 > commutator of the
756 > operators(Eq.~\ref{introEquation:exponentialOperator}) associated
757 > with the sub-propagator. For operators $hX$ and $hY$ which are
758 > associated with $\varphi_1(t)$ and $\varphi_2(t)$ respectively , we
759 > have
760   \begin{equation}
761   \exp (hX + hY) = \exp (hZ)
762   \end{equation}
# Line 840 | Line 765 | hZ = hX + hY + \frac{{h^2 }}{2}[X,Y] + \frac{{h^3 }}{2
765   hZ = hX + hY + \frac{{h^2 }}{2}[X,Y] + \frac{{h^3 }}{2}\left(
766   {[X,[X,Y]] + [Y,[Y,X]]} \right) +  \ldots .
767   \end{equation}
768 < Here, $[X,Y]$ is the commutators of operator $X$ and $Y$ given by
768 > Here, $[X,Y]$ is the commutator of operator $X$ and $Y$ given by
769   \[
770   [X,Y] = XY - YX .
771   \]
772 < Applying Baker-Campbell-Hausdorff formula to Sprang splitting, we
773 < can obtain
772 > Applying the Baker-Campbell-Hausdorff formula\cite{Varadarajan1974}
773 > to the Strang splitting, we can obtain
774 > \begin{eqnarray*}
775 > \exp (h X/2)\exp (h Y)\exp (h X/2) & = & \exp (h X + h Y + h^2 [X,Y]/4 + h^2 [Y,X]/4 \\
776 >                                   &   & \mbox{} + h^2 [X,X]/8 + h^2 [Y,Y]/8 \\
777 >                                   &   & \mbox{} + h^3 [Y,[Y,X]]/12 - h^3[X,[X,Y]]/24 + \ldots
778 >                                   ).
779 > \end{eqnarray*}
780 > Since $ [X,Y] + [Y,X] = 0$ and $ [X,X] = 0$, the dominant local
781 > error of Strang splitting is proportional to $h^3$. The same
782 > procedure can be applied to a general splitting of the form
783   \begin{equation}
850 \exp (h X/2)\exp (h Y)\exp (h X/2) & = & \exp (h X + h Y + h^2
851 [X,Y]/4 + h^2 [Y,X]/4 \\ & & \mbox{} + h^2 [X,X]/8 + h^2 [Y,Y]/8 \\
852 & & \mbox{} + h^3 [Y,[Y,X]]/12 - h^3 [X,[X,Y]]/24 & & \mbox{} +
853 \ldots )
854 \end{equation}
855 Since \[ [X,Y] + [Y,X] = 0\] and \[ [X,X] = 0\], the dominant local
856 error of Spring splitting is proportional to $h^3$. The same
857 procedure can be applied to general splitting,  of the form
858 \begin{equation}
784   \varphi _{b_m h}^2  \circ \varphi _{a_m h}^1  \circ \varphi _{b_{m -
785   1} h}^2  \circ  \ldots  \circ \varphi _{a_1 h}^1 .
786   \end{equation}
787 < Careful choice of coefficient $a_1 ,\ldot , b_m$ will lead to higher
788 < order method. Yoshida proposed an elegant way to compose higher
789 < order methods based on symmetric splitting. Given a symmetric second
790 < order base method $ \varphi _h^{(2)} $, a fourth-order symmetric
791 < method can be constructed by composing,
787 > A careful choice of coefficient $a_1 \ldots b_m$ will lead to higher
788 > order methods. Yoshida proposed an elegant way to compose higher
789 > order methods based on symmetric splitting.\cite{Yoshida1990} Given
790 > a symmetric second order base method $ \varphi _h^{(2)} $, a
791 > fourth-order symmetric method can be constructed by composing,
792   \[
793   \varphi _h^{(4)}  = \varphi _{\alpha h}^{(2)}  \circ \varphi _{\beta
794   h}^{(2)}  \circ \varphi _{\alpha h}^{(2)}
# Line 873 | Line 798 | integrator $ \varphi _h^{(2n + 2)}$ can be composed by
798   integrator $ \varphi _h^{(2n + 2)}$ can be composed by
799   \begin{equation}
800   \varphi _h^{(2n + 2)}  = \varphi _{\alpha h}^{(2n)}  \circ \varphi
801 < _{\beta h}^{(2n)}  \circ \varphi _{\alpha h}^{(2n)}
801 > _{\beta h}^{(2n)}  \circ \varphi _{\alpha h}^{(2n)},
802   \end{equation}
803 < , if the weights are chosen as
803 > if the weights are chosen as
804   \[
805   \alpha  =  - \frac{{2^{1/(2n + 1)} }}{{2 - 2^{1/(2n + 1)} }},\beta =
806   \frac{{2^{1/(2n + 1)} }}{{2 - 2^{1/(2n + 1)} }} .
# Line 889 | Line 814 | microscopic behavior can be calculated from the trajec
814   dynamical information. The basic idea of molecular dynamics is that
815   macroscopic properties are related to microscopic behavior and
816   microscopic behavior can be calculated from the trajectories in
817 < simulations. For instance, instantaneous temperature of an
818 < Hamiltonian system of $N$ particle can be measured by
817 > simulations. For instance, instantaneous temperature of a
818 > Hamiltonian system of $N$ particles can be measured by
819   \[
820   T = \sum\limits_{i = 1}^N {\frac{{m_i v_i^2 }}{{fk_B }}}
821   \]
822   where $m_i$ and $v_i$ are the mass and velocity of $i$th particle
823   respectively, $f$ is the number of degrees of freedom, and $k_B$ is
824 < the boltzman constant.
824 > the Boltzman constant.
825  
826   A typical molecular dynamics run consists of three essential steps:
827   \begin{enumerate}
# Line 912 | Line 837 | sections. Sec.~\ref{introSec:initialSystemSettings} de
837   \end{enumerate}
838   These three individual steps will be covered in the following
839   sections. Sec.~\ref{introSec:initialSystemSettings} deals with the
840 < initialization of a simulation. Sec.~\ref{introSec:production} will
841 < discusses issues in production run. Sec.~\ref{introSection:Analysis}
842 < provides the theoretical tools for trajectory analysis.
840 > initialization of a simulation. Sec.~\ref{introSection:production}
841 > discusses issues of production runs.
842 > Sec.~\ref{introSection:Analysis} provides the theoretical tools for
843 > analysis of trajectories.
844  
845   \subsection{\label{introSec:initialSystemSettings}Initialization}
846  
847 < \subsubsection{Preliminary preparation}
847 > \subsubsection{\textbf{Preliminary preparation}}
848  
849   When selecting the starting structure of a molecule for molecular
850   simulation, one may retrieve its Cartesian coordinates from public
851   databases, such as RCSB Protein Data Bank \textit{etc}. Although
852   thousands of crystal structures of molecules are discovered every
853   year, many more remain unknown due to the difficulties of
854 < purification and crystallization. Even for the molecule with known
855 < structure, some important information is missing. For example, the
854 > purification and crystallization. Even for molecules with known
855 > structures, some important information is missing. For example, a
856   missing hydrogen atom which acts as donor in hydrogen bonding must
857 < be added. Moreover, in order to include electrostatic interaction,
857 > be added. Moreover, in order to include electrostatic interactions,
858   one may need to specify the partial charges for individual atoms.
859   Under some circumstances, we may even need to prepare the system in
860 < a special setup. For instance, when studying transport phenomenon in
861 < membrane system, we may prepare the lipids in bilayer structure
862 < instead of placing lipids randomly in solvent, since we are not
863 < interested in self-aggregation and it takes a long time to happen.
860 > a special configuration. For instance, when studying transport
861 > phenomenon in membrane systems, we may prepare the lipids in a
862 > bilayer structure instead of placing lipids randomly in solvent,
863 > since we are not interested in the slow self-aggregation process.
864  
865 < \subsubsection{Minimization}
865 > \subsubsection{\textbf{Minimization}}
866  
867   It is quite possible that some of molecules in the system from
868 < preliminary preparation may be overlapped with each other. This
869 < close proximity leads to high potential energy which consequently
870 < jeopardizes any molecular dynamics simulations. To remove these
871 < steric overlaps, one typically performs energy minimization to find
872 < a more reasonable conformation. Several energy minimization methods
873 < have been developed to exploit the energy surface and to locate the
874 < local minimum. While converging slowly near the minimum, steepest
875 < descent method is extremely robust when systems are far from
876 < harmonic. Thus, it is often used to refine structure from
877 < crystallographic data. Relied on the gradient or hessian, advanced
878 < methods like conjugate gradient and Newton-Raphson converge rapidly
879 < to a local minimum, while become unstable if the energy surface is
880 < far from quadratic. Another factor must be taken into account, when
868 > preliminary preparation may be overlapping with each other. This
869 > close proximity leads to high initial potential energy which
870 > consequently jeopardizes any molecular dynamics simulations. To
871 > remove these steric overlaps, one typically performs energy
872 > minimization to find a more reasonable conformation. Several energy
873 > minimization methods have been developed to exploit the energy
874 > surface and to locate the local minimum. While converging slowly
875 > near the minimum, the steepest descent method is extremely robust when
876 > systems are strongly anharmonic. Thus, it is often used to refine
877 > structures from crystallographic data. Relying on the Hessian,
878 > advanced methods like Newton-Raphson converge rapidly to a local
879 > minimum, but become unstable if the energy surface is far from
880 > quadratic. Another factor that must be taken into account, when
881   choosing energy minimization method, is the size of the system.
882   Steepest descent and conjugate gradient can deal with models of any
883 < size. Because of the limit of computation power to calculate hessian
884 < matrix and insufficient storage capacity to store them, most
885 < Newton-Raphson methods can not be used with very large models.
883 > size. Because of the limits on computer memory to store the hessian
884 > matrix and the computing power needed to diagonalize these matrices,
885 > most Newton-Raphson methods can not be used with very large systems.
886  
887 < \subsubsection{Heating}
887 > \subsubsection{\textbf{Heating}}
888  
889 < Typically, Heating is performed by assigning random velocities
890 < according to a Gaussian distribution for a temperature. Beginning at
891 < a lower temperature and gradually increasing the temperature by
892 < assigning greater random velocities, we end up with setting the
893 < temperature of the system to a final temperature at which the
894 < simulation will be conducted. In heating phase, we should also keep
895 < the system from drifting or rotating as a whole. Equivalently, the
896 < net linear momentum and angular momentum of the system should be
897 < shifted to zero.
889 > Typically, heating is performed by assigning random velocities
890 > according to a Maxwell-Boltzman distribution for a desired
891 > temperature. Beginning at a lower temperature and gradually
892 > increasing the temperature by assigning larger random velocities, we
893 > end up setting the temperature of the system to a final temperature
894 > at which the simulation will be conducted. In the heating phase, we
895 > should also keep the system from drifting or rotating as a whole. To
896 > do this, the net linear momentum and angular momentum of the system
897 > is shifted to zero after each resampling from the Maxwell -Boltzman
898 > distribution.
899  
900 < \subsubsection{Equilibration}
900 > \subsubsection{\textbf{Equilibration}}
901  
902   The purpose of equilibration is to allow the system to evolve
903   spontaneously for a period of time and reach equilibrium. The
# Line 979 | Line 906 | equilibration process is long enough. However, these s
906   properties \textit{etc}, become independent of time. Strictly
907   speaking, minimization and heating are not necessary, provided the
908   equilibration process is long enough. However, these steps can serve
909 < as a means to arrive at an equilibrated structure in an effective
909 > as a mean to arrive at an equilibrated structure in an effective
910   way.
911  
912   \subsection{\label{introSection:production}Production}
913  
914 < Production run is the most important steps of the simulation, in
914 > The production run is the most important step of the simulation, in
915   which the equilibrated structure is used as a starting point and the
916   motions of the molecules are collected for later analysis. In order
917   to capture the macroscopic properties of the system, the molecular
918 < dynamics simulation must be performed in correct and efficient way.
918 > dynamics simulation must be performed by sampling correctly and
919 > efficiently from the relevant thermodynamic ensemble.
920  
921   The most expensive part of a molecular dynamics simulation is the
922   calculation of non-bonded forces, such as van der Waals force and
923   Coulombic forces \textit{etc}. For a system of $N$ particles, the
924   complexity of the algorithm for pair-wise interactions is $O(N^2 )$,
925 < which making large simulations prohibitive in the absence of any
926 < computation saving techniques.
925 > which makes large simulations prohibitive in the absence of any
926 > algorithmic tricks. A natural approach to avoid system size issues
927 > is to represent the bulk behavior by a finite number of the
928 > particles. However, this approach will suffer from surface effects
929 > at the edges of the simulation. To offset this, \textit{Periodic
930 > boundary conditions} (see Fig.~\ref{introFig:pbc}) were developed to
931 > simulate bulk properties with a relatively small number of
932 > particles. In this method, the simulation box is replicated
933 > throughout space to form an infinite lattice. During the simulation,
934 > when a particle moves in the primary cell, its image in other cells
935 > move in exactly the same direction with exactly the same
936 > orientation. Thus, as a particle leaves the primary cell, one of its
937 > images will enter through the opposite face.
938 > \begin{figure}
939 > \centering
940 > \includegraphics[width=\linewidth]{pbc.eps}
941 > \caption[An illustration of periodic boundary conditions]{A 2-D
942 > illustration of periodic boundary conditions. As one particle leaves
943 > the left of the simulation box, an image of it enters the right.}
944 > \label{introFig:pbc}
945 > \end{figure}
946  
1000 A natural approach to avoid system size issue is to represent the
1001 bulk behavior by a finite number of the particles. However, this
1002 approach will suffer from the surface effect. To offset this,
1003 \textit{Periodic boundary condition} is developed to simulate bulk
1004 properties with a relatively small number of particles. In this
1005 method, the simulation box is replicated throughout space to form an
1006 infinite lattice. During the simulation, when a particle moves in
1007 the primary cell, its image in other cells move in exactly the same
1008 direction with exactly the same orientation. Thus, as a particle
1009 leaves the primary cell, one of its images will enter through the
1010 opposite face.
1011 %\begin{figure}
1012 %\centering
1013 %\includegraphics[width=\linewidth]{pbcFig.eps}
1014 %\caption[An illustration of periodic boundary conditions]{A 2-D
1015 %illustration of periodic boundary conditions. As one particle leaves
1016 %the right of the simulation box, an image of it enters the left.}
1017 %\label{introFig:pbc}
1018 %\end{figure}
1019
947   %cutoff and minimum image convention
948   Another important technique to improve the efficiency of force
949 < evaluation is to apply cutoff where particles farther than a
950 < predetermined distance, are not included in the calculation
951 < \cite{Frenkel1996}. The use of a cutoff radius will cause a
952 < discontinuity in the potential energy curve
953 < (Fig.~\ref{introFig:shiftPot}). Fortunately, one can shift the
954 < potential to ensure the potential curve go smoothly to zero at the
955 < cutoff radius. Cutoff strategy works pretty well for Lennard-Jones
956 < interaction because of its short range nature. However, simply
957 < truncating the electrostatic interaction with the use of cutoff has
958 < been shown to lead to severe artifacts in simulations. Ewald
959 < summation, in which the slowly conditionally convergent Coulomb
960 < potential is transformed into direct and reciprocal sums with rapid
961 < and absolute convergence, has proved to minimize the periodicity
962 < artifacts in liquid simulations. Taking the advantages of the fast
963 < Fourier transform (FFT) for calculating discrete Fourier transforms,
964 < the particle mesh-based methods are accelerated from $O(N^{3/2})$ to
965 < $O(N logN)$. An alternative approach is \emph{fast multipole
966 < method}, which treats Coulombic interaction exactly at short range,
967 < and approximate the potential at long range through multipolar
968 < expansion. In spite of their wide acceptances at the molecular
969 < simulation community, these two methods are hard to be implemented
949 > evaluation is to apply spherical cutoffs where particles farther
950 > than a predetermined distance are not included in the
951 > calculation.\cite{Frenkel1996} The use of a cutoff radius will cause
952 > a discontinuity in the potential energy curve. Fortunately, one can
953 > shift a simple radial potential to ensure the potential curve go
954 > smoothly to zero at the cutoff radius. The cutoff strategy works
955 > well for Lennard-Jones interaction because of its short range
956 > nature. However, simply truncating the electrostatic interaction
957 > with the use of cutoffs has been shown to lead to severe artifacts
958 > in simulations. The Ewald summation, in which the slowly decaying
959 > Coulomb potential is transformed into direct and reciprocal sums
960 > with rapid and absolute convergence, has proved to minimize the
961 > periodicity artifacts in liquid simulations. Taking advantage of
962 > fast Fourier transform (FFT) techniques for calculating discrete
963 > Fourier transforms, the particle mesh-based
964 > methods\cite{Hockney1981,Shimada1993, Luty1994} are accelerated from
965 > $O(N^{3/2})$ to $O(N logN)$. An alternative approach is the
966 > \emph{fast multipole method}\cite{Greengard1987, Greengard1994},
967 > which treats Coulombic interactions exactly at short range, and
968 > approximate the potential at long range through multipolar
969 > expansion. In spite of their wide acceptance at the molecular
970 > simulation community, these two methods are difficult to implement
971   correctly and efficiently. Instead, we use a damped and
972   charge-neutralized Coulomb potential method developed by Wolf and
973 < his coworkers. The shifted Coulomb potential for particle $i$ and
974 < particle $j$ at distance $r_{rj}$ is given by:
973 > his coworkers.\cite{Wolf1999} The shifted Coulomb potential for
974 > particle $i$ and particle $j$ at distance $r_{rj}$ is given by:
975   \begin{equation}
976   V(r_{ij})= \frac{q_i q_j \textrm{erfc}(\alpha
977   r_{ij})}{r_{ij}}-\lim_{r_{ij}\rightarrow
978   R_\textrm{c}}\left\{\frac{q_iq_j \textrm{erfc}(\alpha
979 < r_{ij})}{r_{ij}}\right\}. \label{introEquation:shiftedCoulomb}
979 > r_{ij})}{r_{ij}}\right\}, \label{introEquation:shiftedCoulomb}
980   \end{equation}
981   where $\alpha$ is the convergence parameter. Due to the lack of
982   inherent periodicity and rapid convergence,this method is extremely
983   efficient and easy to implement.
984 < %\begin{figure}
985 < %\centering
986 < %\includegraphics[width=\linewidth]{pbcFig.eps}
987 < %\caption[An illustration of shifted Coulomb potential]{An illustration of shifted Coulomb potential.}
988 < %\label{introFigure:shiftedCoulomb}
989 < %\end{figure}
984 > \begin{figure}
985 > \centering
986 > \includegraphics[width=\linewidth]{shifted_coulomb.eps}
987 > \caption[An illustration of shifted Coulomb potential]{An
988 > illustration of shifted Coulomb potential.}
989 > \label{introFigure:shiftedCoulomb}
990 > \end{figure}
991  
992   %multiple time step
993  
994   \subsection{\label{introSection:Analysis} Analysis}
995  
996 < Recently, advanced visualization technique are widely applied to
996 > Recently, advanced visualization techniques have been applied to
997   monitor the motions of molecules. Although the dynamics of the
998   system can be described qualitatively from animation, quantitative
999 < trajectory analysis are more appreciable. According to the
1000 < principles of Statistical Mechanics,
999 > trajectory analysis is more useful. According to the principles of
1000 > Statistical Mechanics in
1001   Sec.~\ref{introSection:statisticalMechanics}, one can compute
1002 < thermodynamics properties, analyze fluctuations of structural
1002 > thermodynamic properties, analyze fluctuations of structural
1003   parameters, and investigate time-dependent processes of the molecule
1004   from the trajectories.
1005  
1006 < \subsubsection{\label{introSection:thermodynamicsProperties}Thermodynamics Properties}
1006 > \subsubsection{\label{introSection:thermodynamicsProperties}\textbf{Thermodynamic Properties}}
1007  
1008 < Thermodynamics properties, which can be expressed in terms of some
1008 > Thermodynamic properties, which can be expressed in terms of some
1009   function of the coordinates and momenta of all particles in the
1010   system, can be directly computed from molecular dynamics. The usual
1011   way to measure the pressure is based on virial theorem of Clausius
# Line 1096 | Line 1025 | P = \frac{{Nk_B T}}{V} - \frac{1}{{3V}}\left\langle {\
1025   < j} {r{}_{ij} \cdot f_{ij} } } \right\rangle
1026   \end{equation}
1027  
1028 < \subsubsection{\label{introSection:structuralProperties}Structural Properties}
1028 > \subsubsection{\label{introSection:structuralProperties}\textbf{Structural Properties}}
1029  
1030   Structural Properties of a simple fluid can be described by a set of
1031 < distribution functions. Among these functions,\emph{pair
1031 > distribution functions. Among these functions,the \emph{pair
1032   distribution function}, also known as \emph{radial distribution
1033 < function}, is of most fundamental importance to liquid-state theory.
1034 < Pair distribution function can be gathered by Fourier transforming
1035 < raw data from a series of neutron diffraction experiments and
1036 < integrating over the surface factor \cite{Powles73}. The experiment
1037 < result can serve as a criterion to justify the correctness of the
1038 < theory. Moreover, various equilibrium thermodynamic and structural
1039 < properties can also be expressed in terms of radial distribution
1040 < function \cite{allen87:csl}.
1041 <
1042 < A pair distribution functions $g(r)$ gives the probability that a
1043 < particle $i$ will be located at a distance $r$ from a another
1044 < particle $j$ in the system
1116 < \[
1033 > function}, is of most fundamental importance to liquid theory.
1034 > Experimentally, pair distribution functions can be gathered by
1035 > Fourier transforming raw data from a series of neutron diffraction
1036 > experiments and integrating over the surface
1037 > factor.\cite{Powles1973} The experimental results can serve as a
1038 > criterion to justify the correctness of a liquid model. Moreover,
1039 > various equilibrium thermodynamic and structural properties can also
1040 > be expressed in terms of the radial distribution
1041 > function.\cite{Allen1987} The pair distribution functions $g(r)$
1042 > gives the probability that a particle $i$ will be located at a
1043 > distance $r$ from a another particle $j$ in the system
1044 > \begin{equation}
1045   g(r) = \frac{V}{{N^2 }}\left\langle {\sum\limits_i {\sum\limits_{j
1046 < \ne i} {\delta (r - r_{ij} )} } } \right\rangle.
1047 < \]
1046 > \ne i} {\delta (r - r_{ij} )} } } \right\rangle = \frac{\rho
1047 > (r)}{\rho}.
1048 > \end{equation}
1049   Note that the delta function can be replaced by a histogram in
1050 < computer simulation. Figure
1051 < \ref{introFigure:pairDistributionFunction} shows a typical pair
1052 < distribution function for the liquid argon system. The occurrence of
1124 < several peaks in the plot of $g(r)$ suggests that it is more likely
1125 < to find particles at certain radial values than at others. This is a
1126 < result of the attractive interaction at such distances. Because of
1127 < the strong repulsive forces at short distance, the probability of
1128 < locating particles at distances less than about 2.5{\AA} from each
1129 < other is essentially zero.
1050 > computer simulation. Peaks in $g(r)$ represent solvent shells, and
1051 > the height of these peaks gradually decreases to 1 as the liquid of
1052 > large distance approaches the bulk density.
1053  
1131 %\begin{figure}
1132 %\centering
1133 %\includegraphics[width=\linewidth]{pdf.eps}
1134 %\caption[Pair distribution function for the liquid argon
1135 %]{Pair distribution function for the liquid argon}
1136 %\label{introFigure:pairDistributionFunction}
1137 %\end{figure}
1054  
1055 < \subsubsection{\label{introSection:timeDependentProperties}Time-dependent
1056 < Properties}
1055 > \subsubsection{\label{introSection:timeDependentProperties}\textbf{Time-dependent
1056 > Properties}}
1057  
1058   Time-dependent properties are usually calculated using \emph{time
1059 < correlation function}, which correlates random variables $A$ and $B$
1060 < at two different time
1059 > correlation functions}, which correlate random variables $A$ and $B$
1060 > at two different times,
1061   \begin{equation}
1062   C_{AB} (t) = \left\langle {A(t)B(0)} \right\rangle.
1063   \label{introEquation:timeCorrelationFunction}
1064   \end{equation}
1065   If $A$ and $B$ refer to same variable, this kind of correlation
1066 < function is called \emph{auto correlation function}. One example of
1067 < auto correlation function is velocity auto-correlation function
1068 < which is directly related to transport properties of molecular
1069 < liquids:
1154 < \[
1066 > functions are called \emph{autocorrelation functions}. One typical example is the velocity autocorrelation
1067 > function which is directly related to transport properties of
1068 > molecular liquids:
1069 > \begin{equation}
1070   D = \frac{1}{3}\int\limits_0^\infty  {\left\langle {v(t) \cdot v(0)}
1071   \right\rangle } dt
1072 < \]
1073 < where $D$ is diffusion constant. Unlike velocity autocorrelation
1074 < function which is averaging over time origins and over all the
1075 < atoms, dipole autocorrelation are calculated for the entire system.
1076 < The dipole autocorrelation function is given by:
1077 < \[
1072 > \end{equation}
1073 > where $D$ is diffusion constant. Unlike the velocity autocorrelation
1074 > function, which is averaged over time origins and over all the
1075 > atoms, the dipole autocorrelation functions is calculated for the
1076 > entire system. The dipole autocorrelation function is given by:
1077 > \begin{equation}
1078   c_{dipole}  = \left\langle {u_{tot} (t) \cdot u_{tot} (t)}
1079   \right\rangle
1080 < \]
1080 > \end{equation}
1081   Here $u_{tot}$ is the net dipole of the entire system and is given
1082   by
1083 < \[
1084 < u_{tot} (t) = \sum\limits_i {u_i (t)}
1085 < \]
1086 < In principle, many time correlation functions can be related with
1083 > \begin{equation}
1084 > u_{tot} (t) = \sum\limits_i {u_i (t)}.
1085 > \end{equation}
1086 > In principle, many time correlation functions can be related to
1087   Fourier transforms of the infrared, Raman, and inelastic neutron
1088   scattering spectra of molecular liquids. In practice, one can
1089 < extract the IR spectrum from the intensity of dipole fluctuation at
1090 < each frequency using the following relationship:
1091 < \[
1089 > extract the IR spectrum from the intensity of the molecular dipole
1090 > fluctuation at each frequency using the following relationship:
1091 > \begin{equation}
1092   \hat c_{dipole} (v) = \int_{ - \infty }^\infty  {c_{dipole} (t)e^{ -
1093 < i2\pi vt} dt}
1094 < \]
1093 > i2\pi vt} dt}.
1094 > \end{equation}
1095  
1096   \section{\label{introSection:rigidBody}Dynamics of Rigid Bodies}
1097  
1098   Rigid bodies are frequently involved in the modeling of different
1099 < areas, from engineering, physics, to chemistry. For example,
1100 < missiles and vehicle are usually modeled by rigid bodies.  The
1101 < movement of the objects in 3D gaming engine or other physics
1102 < simulator is governed by the rigid body dynamics. In molecular
1103 < simulation, rigid body is used to simplify the model in
1104 < protein-protein docking study{\cite{Gray03}}.
1099 > areas, including engineering, physics and chemistry. For example,
1100 > missiles and vehicles are usually modeled by rigid bodies.  The
1101 > movement of the objects in 3D gaming engines or other physics
1102 > simulators is governed by rigid body dynamics. In molecular
1103 > simulations, rigid bodies are used to simplify protein-protein
1104 > docking studies.\cite{Gray2003}
1105  
1106   It is very important to develop stable and efficient methods to
1107 < integrate the equations of motion of orientational degrees of
1108 < freedom. Euler angles are the nature choice to describe the
1109 < rotational degrees of freedom. However, due to its singularity, the
1110 < numerical integration of corresponding equations of motion is very
1111 < inefficient and inaccurate. Although an alternative integrator using
1112 < different sets of Euler angles can overcome this difficulty\cite{},
1113 < the computational penalty and the lost of angular momentum
1114 < conservation still remain. A singularity free representation
1115 < utilizing quaternions was developed by Evans in 1977. Unfortunately,
1116 < this approach suffer from the nonseparable Hamiltonian resulted from
1117 < quaternion representation, which prevents the symplectic algorithm
1118 < to be utilized. Another different approach is to apply holonomic
1119 < constraints to the atoms belonging to the rigid body. Each atom
1120 < moves independently under the normal forces deriving from potential
1121 < energy and constraint forces which are used to guarantee the
1122 < rigidness. However, due to their iterative nature, SHAKE and Rattle
1123 < algorithm converge very slowly when the number of constraint
1124 < increases.
1107 > integrate the equations of motion for orientational degrees of
1108 > freedom. Euler angles are the natural choice to describe the
1109 > rotational degrees of freedom. However, due to $\frac {1}{sin
1110 > \theta}$ singularities, the numerical integration of corresponding
1111 > equations of these motion is very inefficient and inaccurate.
1112 > Although an alternative integrator using multiple sets of Euler
1113 > angles can overcome this difficulty\cite{Barojas1973}, the
1114 > computational penalty and the loss of angular momentum conservation
1115 > still remain. A singularity-free representation utilizing
1116 > quaternions was developed by Evans in 1977.\cite{Evans1977}
1117 > Unfortunately, this approach used a nonseparable Hamiltonian
1118 > resulting from the quaternion representation, which prevented the
1119 > symplectic algorithm from being utilized. Another different approach
1120 > is to apply holonomic constraints to the atoms belonging to the
1121 > rigid body. Each atom moves independently under the normal forces
1122 > deriving from potential energy and constraint forces which are used
1123 > to guarantee the rigidness. However, due to their iterative nature,
1124 > the SHAKE and Rattle algorithms also converge very slowly when the
1125 > number of constraints increases.\cite{Ryckaert1977, Andersen1983}
1126  
1127 < The break through in geometric literature suggests that, in order to
1127 > A break-through in geometric literature suggests that, in order to
1128   develop a long-term integration scheme, one should preserve the
1129 < symplectic structure of the flow. Introducing conjugate momentum to
1130 < rotation matrix $Q$ and re-formulating Hamiltonian's equation, a
1131 < symplectic integrator, RSHAKE, was proposed to evolve the
1132 < Hamiltonian system in a constraint manifold by iteratively
1133 < satisfying the orthogonality constraint $Q_T Q = 1$. An alternative
1134 < method using quaternion representation was developed by Omelyan.
1135 < However, both of these methods are iterative and inefficient. In
1136 < this section, we will present a symplectic Lie-Poisson integrator
1137 < for rigid body developed by Dullweber and his
1138 < coworkers\cite{Dullweber1997} in depth.
1129 > symplectic structure of the propagator. By introducing a conjugate
1130 > momentum to the rotation matrix $Q$ and re-formulating Hamiltonian's
1131 > equation, a symplectic integrator, RSHAKE\cite{Kol1997}, was
1132 > proposed to evolve the Hamiltonian system in a constraint manifold
1133 > by iteratively satisfying the orthogonality constraint $Q^T Q = 1$.
1134 > An alternative method using the quaternion representation was
1135 > developed by Omelyan.\cite{Omelyan1998} However, both of these
1136 > methods are iterative and inefficient. In this section, we descibe a
1137 > symplectic Lie-Poisson integrator for rigid bodies developed by
1138 > Dullweber and his coworkers\cite{Dullweber1997} in depth.
1139  
1140 < \subsection{\label{introSection:constrainedHamiltonianRB}Constrained Hamiltonian for Rigid Body}
1141 < The motion of the rigid body is Hamiltonian with the Hamiltonian
1226 < function
1140 > \subsection{\label{introSection:constrainedHamiltonianRB}Constrained Hamiltonian for Rigid Bodies}
1141 > The Hamiltonian of a rigid body is given by
1142   \begin{equation}
1143   H = \frac{1}{2}(p^T m^{ - 1} p) + \frac{1}{2}tr(PJ^{ - 1} P) +
1144   V(q,Q) + \frac{1}{2}tr[(QQ^T  - 1)\Lambda ].
1145   \label{introEquation:RBHamiltonian}
1146   \end{equation}
1147 < Here, $q$ and $Q$  are the position and rotation matrix for the
1148 < rigid-body, $p$ and $P$  are conjugate momenta to $q$  and $Q$ , and
1149 < $J$, a diagonal matrix, is defined by
1147 > Here, $q$ and $Q$  are the position vector and rotation matrix for
1148 > the rigid-body, $p$ and $P$  are conjugate momenta to $q$  and $Q$ ,
1149 > and $J$, a diagonal matrix, is defined by
1150   \[
1151   I_{ii}^{ - 1}  = \frac{1}{2}\sum\limits_{i \ne j} {J_{jj}^{ - 1} }
1152   \]
1153   where $I_{ii}$ is the diagonal element of the inertia tensor. This
1154 < constrained Hamiltonian equation subjects to a holonomic constraint,
1154 > constrained Hamiltonian equation is subjected to a holonomic
1155 > constraint,
1156   \begin{equation}
1157   Q^T Q = 1, \label{introEquation:orthogonalConstraint}
1158   \end{equation}
1159 < which is used to ensure rotation matrix's orthogonality.
1160 < Differentiating \ref{introEquation:orthogonalConstraint} and using
1161 < Equation \ref{introEquation:RBMotionMomentum}, one may obtain,
1159 > which is used to ensure the rotation matrix's unitarity. Using
1160 > Eq.~\ref{introEquation:motionHamiltonianCoordinate} and Eq.~
1161 > \ref{introEquation:motionHamiltonianMomentum}, one can write down
1162 > the equations of motion,
1163 > \begin{eqnarray}
1164 > \frac{{dq}}{{dt}} & = & \frac{p}{m}, \label{introEquation:RBMotionPosition}\\
1165 > \frac{{dp}}{{dt}} & = & - \nabla _q V(q,Q), \label{introEquation:RBMotionMomentum}\\
1166 > \frac{{dQ}}{{dt}} & = & PJ^{ - 1},  \label{introEquation:RBMotionRotation}\\
1167 > \frac{{dP}}{{dt}} & = & - \nabla _Q V(q,Q) - 2Q\Lambda . \label{introEquation:RBMotionP}
1168 > \end{eqnarray}
1169 > Differentiating Eq.~\ref{introEquation:orthogonalConstraint} and
1170 > using Eq.~\ref{introEquation:RBMotionMomentum}, one may obtain,
1171   \begin{equation}
1172   Q^T PJ^{ - 1}  + J^{ - 1} P^T Q = 0 . \\
1173   \label{introEquation:RBFirstOrderConstraint}
1174   \end{equation}
1250
1251 Using Equation (\ref{introEquation:motionHamiltonianCoordinate},
1252 \ref{introEquation:motionHamiltonianMomentum}), one can write down
1253 the equations of motion,
1254 \[
1255 \begin{array}{c}
1256 \frac{{dq}}{{dt}} = \frac{p}{m} \label{introEquation:RBMotionPosition}\\
1257 \frac{{dp}}{{dt}} =  - \nabla _q V(q,Q) \label{introEquation:RBMotionMomentum}\\
1258 \frac{{dQ}}{{dt}} = PJ^{ - 1}  \label{introEquation:RBMotionRotation}\\
1259 \frac{{dP}}{{dt}} =  - \nabla _Q V(q,Q) - 2Q\Lambda . \label{introEquation:RBMotionP}\\
1260 \end{array}
1261 \]
1262
1175   In general, there are two ways to satisfy the holonomic constraints.
1176 < We can use constraint force provided by lagrange multiplier on the
1177 < normal manifold to keep the motion on constraint space. Or we can
1178 < simply evolve the system in constraint manifold. The two method are
1179 < proved to be equivalent. The holonomic constraint and equations of
1180 < motions define a constraint manifold for rigid body
1176 > We can use a constraint force provided by a Lagrange multiplier on
1177 > the normal manifold to keep the motion on the constraint space. Or
1178 > we can simply evolve the system on the constraint manifold. These
1179 > two methods have been proved to be equivalent. The holonomic
1180 > constraint and equations of motions define a constraint manifold for
1181 > rigid bodies
1182   \[
1183   M = \left\{ {(Q,P):Q^T Q = 1,Q^T PJ^{ - 1}  + J^{ - 1} P^T Q = 0}
1184   \right\}.
1185   \]
1186 <
1187 < Unfortunately, this constraint manifold is not the cotangent bundle
1188 < $T_{\star}SO(3)$. However, it turns out that under symplectic
1189 < transformation, the cotangent space and the phase space are
1277 < diffeomorphic. Introducing
1186 > Unfortunately, this constraint manifold is not $T^* SO(3)$ which is
1187 > a symplectic manifold on Lie rotation group $SO(3)$. However, it
1188 > turns out that under symplectic transformation, the cotangent space
1189 > and the phase space are diffeomorphic. By introducing
1190   \[
1191   \tilde Q = Q,\tilde P = \frac{1}{2}\left( {P - QP^T Q} \right),
1192   \]
1193 < the mechanical system subject to a holonomic constraint manifold $M$
1193 > the mechanical system subjected to a holonomic constraint manifold $M$
1194   can be re-formulated as a Hamiltonian system on the cotangent space
1195   \[
1196   T^* SO(3) = \left\{ {(\tilde Q,\tilde P):\tilde Q^T \tilde Q =
1197   1,\tilde Q^T \tilde PJ^{ - 1}  + J^{ - 1} P^T \tilde Q = 0} \right\}
1198   \]
1287
1199   For a body fixed vector $X_i$ with respect to the center of mass of
1200   the rigid body, its corresponding lab fixed vector $X_0^{lab}$  is
1201   given as
# Line 1303 | Line 1214 | and
1214   \[
1215   \nabla _Q V(q,Q) = F(q,Q)X_i^t
1216   \]
1217 < respectively.
1218 <
1219 < As a common choice to describe the rotation dynamics of the rigid
1309 < body, angular momentum on body frame $\Pi  = Q^t P$ is introduced to
1310 < rewrite the equations of motion,
1217 > respectively. As a common choice to describe the rotation dynamics
1218 > of the rigid body, the angular momentum on the body fixed frame $\Pi
1219 > = Q^t P$ is introduced to rewrite the equations of motion,
1220   \begin{equation}
1221   \begin{array}{l}
1222 < \mathop \Pi \limits^ \bullet   = J^{ - 1} \Pi ^T \Pi  + Q^T \sum\limits_i {F_i (q,Q)X_i^T }  - \Lambda  \\
1223 < \mathop Q\limits^{{\rm{   }} \bullet }  = Q\Pi {\rm{ }}J^{ - 1}  \\
1222 > \dot \Pi  = J^{ - 1} \Pi ^T \Pi  + Q^T \sum\limits_i {F_i (q,Q)X_i^T }  - \Lambda,  \\
1223 > \dot Q  = Q\Pi {\rm{ }}J^{ - 1},  \\
1224   \end{array}
1225   \label{introEqaution:RBMotionPI}
1226   \end{equation}
1227 < , as well as holonomic constraints,
1228 < \[
1229 < \begin{array}{l}
1321 < \Pi J^{ - 1}  + J^{ - 1} \Pi ^t  = 0 \\
1322 < Q^T Q = 1 \\
1323 < \end{array}
1324 < \]
1325 <
1326 < For a vector $v(v_1 ,v_2 ,v_3 ) \in R^3$ and a matrix $\hat v \in
1327 < so(3)^ \star$, the hat-map isomorphism,
1227 > as well as holonomic constraints $\Pi J^{ - 1}  + J^{ - 1} \Pi ^t  =
1228 > 0$ and $Q^T Q = 1$. For a vector $v(v_1 ,v_2 ,v_3 ) \in R^3$ and a
1229 > matrix $\hat v \in so(3)^ \star$, the hat-map isomorphism,
1230   \begin{equation}
1231   v(v_1 ,v_2 ,v_3 ) \Leftrightarrow \hat v = \left(
1232   {\begin{array}{*{20}c}
# Line 1337 | Line 1239 | operations
1239   will let us associate the matrix products with traditional vector
1240   operations
1241   \[
1242 < \hat vu = v \times u
1242 > \hat vu = v \times u.
1243   \]
1244 <
1343 < Using \ref{introEqaution:RBMotionPI}, one can construct a skew
1244 > Using Eq.~\ref{introEqaution:RBMotionPI}, one can construct a skew
1245   matrix,
1246 + \begin{eqnarray}
1247 + (\dot \Pi  - \dot \Pi ^T )&= &(\Pi  - \Pi ^T )(J^{ - 1} \Pi  + \Pi J^{ - 1} ) \notag \\
1248 + & & + \sum\limits_i {[Q^T F_i (r,Q)X_i^T  - X_i F_i (r,Q)^T Q]}  -
1249 + (\Lambda  - \Lambda ^T ). \label{introEquation:skewMatrixPI}
1250 + \end{eqnarray}
1251 + Since $\Lambda$ is symmetric, the last term of
1252 + Eq.~\ref{introEquation:skewMatrixPI} is zero, which implies the
1253 + Lagrange multiplier $\Lambda$ is absent from the equations of
1254 + motion. This unique property eliminates the requirement of
1255 + iterations which can not be avoided in other methods.\cite{Kol1997,
1256 + Omelyan1998} Applying the hat-map isomorphism, we obtain the
1257 + equation of motion for angular momentum in the body frame
1258   \begin{equation}
1346 (\mathop \Pi \limits^ \bullet   - \mathop \Pi \limits^ \bullet  ^T
1347 ){\rm{ }} = {\rm{ }}(\Pi  - \Pi ^T ){\rm{ }}(J^{ - 1} \Pi  + \Pi J^{
1348 - 1} ) + \sum\limits_i {[Q^T F_i (r,Q)X_i^T  - X_i F_i (r,Q)^T Q]} -
1349 (\Lambda  - \Lambda ^T ) . \label{introEquation:skewMatrixPI}
1350 \end{equation}
1351 Since $\Lambda$ is symmetric, the last term of Equation
1352 \ref{introEquation:skewMatrixPI} is zero, which implies the Lagrange
1353 multiplier $\Lambda$ is absent from the equations of motion. This
1354 unique property eliminate the requirement of iterations which can
1355 not be avoided in other methods\cite{}.
1356
1357 Applying hat-map isomorphism, we obtain the equation of motion for
1358 angular momentum on body frame
1359 \begin{equation}
1259   \dot \pi  = \pi  \times I^{ - 1} \pi  + \sum\limits_i {\left( {Q^T
1260   F_i (r,Q)} \right) \times X_i }.
1261   \label{introEquation:bodyAngularMotion}
# Line 1364 | Line 1263 | given by
1263   In the same manner, the equation of motion for rotation matrix is
1264   given by
1265   \[
1266 < \dot Q = Qskew(I^{ - 1} \pi )
1266 > \dot Q = Qskew(I^{ - 1} \pi ).
1267   \]
1268  
1269   \subsection{\label{introSection:SymplecticFreeRB}Symplectic
1270 < Lie-Poisson Integrator for Free Rigid Body}
1270 > Lie-Poisson Integrator for Free Rigid Bodies}
1271  
1272 < If there is not external forces exerted on the rigid body, the only
1273 < contribution to the rotational is from the kinetic potential (the
1274 < first term of \ref{ introEquation:bodyAngularMotion}). The free
1275 < rigid body is an example of Lie-Poisson system with Hamiltonian
1272 > If there are no external forces exerted on the rigid body, the only
1273 > contribution to the rotational motion is from the kinetic energy
1274 > (the first term of \ref{introEquation:bodyAngularMotion}). The free
1275 > rigid body is an example of a Lie-Poisson system with Hamiltonian
1276   function
1277   \begin{equation}
1278   T^r (\pi ) = T_1 ^r (\pi _1 ) + T_2^r (\pi _2 ) + T_3^r (\pi _3 )
# Line 1386 | Line 1285 | J(\pi ) = \left( {\begin{array}{*{20}c}
1285     0 & {\pi _3 } & { - \pi _2 }  \\
1286     { - \pi _3 } & 0 & {\pi _1 }  \\
1287     {\pi _2 } & { - \pi _1 } & 0  \\
1288 < \end{array}} \right)
1288 > \end{array}} \right).
1289   \end{equation}
1290   Thus, the dynamics of free rigid body is governed by
1291   \begin{equation}
1292 < \frac{d}{{dt}}\pi  = J(\pi )\nabla _\pi  T^r (\pi )
1292 > \frac{d}{{dt}}\pi  = J(\pi )\nabla _\pi  T^r (\pi ).
1293   \end{equation}
1294 <
1295 < One may notice that each $T_i^r$ in Equation
1296 < \ref{introEquation:rotationalKineticRB} can be solved exactly. For
1398 < instance, the equations of motion due to $T_1^r$ are given by
1294 > One may notice that each $T_i^r$ in
1295 > Eq.~\ref{introEquation:rotationalKineticRB} can be solved exactly.
1296 > For instance, the equations of motion due to $T_1^r$ are given by
1297   \begin{equation}
1298   \frac{d}{{dt}}\pi  = R_1 \pi ,\frac{d}{{dt}}Q = QR_1
1299   \label{introEqaution:RBMotionSingleTerm}
1300   \end{equation}
1301 < where
1301 > with
1302   \[ R_1  = \left( {\begin{array}{*{20}c}
1303     0 & 0 & 0  \\
1304     0 & 0 & {\pi _1 }  \\
1305     0 & { - \pi _1 } & 0  \\
1306   \end{array}} \right).
1307   \]
1308 < The solutions of Equation \ref{introEqaution:RBMotionSingleTerm} is
1308 > The solutions of Eq.~\ref{introEqaution:RBMotionSingleTerm} is
1309   \[
1310   \pi (\Delta t) = e^{\Delta tR_1 } \pi (0),Q(\Delta t) =
1311   Q(0)e^{\Delta tR_1 }
# Line 1421 | Line 1319 | To reduce the cost of computing expensive functions in
1319   \end{array}} \right),\theta _1  = \frac{{\pi _1 }}{{I_1 }}\Delta t.
1320   \]
1321   To reduce the cost of computing expensive functions in $e^{\Delta
1322 < tR_1 }$, we can use Cayley transformation,
1322 > tR_1 }$, we can use the Cayley transformation to obtain a
1323 > single-aixs propagator,
1324 > \begin{eqnarray*}
1325 > e^{\Delta tR_1 }  & \approx & (1 - \Delta tR_1 )^{ - 1} (1 + \Delta
1326 > tR_1 ) \\
1327 > %
1328 > & \approx & \left( \begin{array}{ccc}
1329 > 1 & 0 & 0 \\
1330 > 0 & \frac{1-\theta^2 / 4}{1 + \theta^2 / 4}  & -\frac{\theta}{1+
1331 > \theta^2 / 4} \\
1332 > 0 & \frac{\theta}{1+ \theta^2 / 4} & \frac{1-\theta^2 / 4}{1 +
1333 > \theta^2 / 4}
1334 > \end{array}
1335 > \right).
1336 > \end{eqnarray*}
1337 > The propagators for $T_2^r$ and $T_3^r$ can be found in the same
1338 > manner. In order to construct a second-order symplectic method, we
1339 > split the angular kinetic Hamiltonian function into five terms
1340   \[
1426 e^{\Delta tR_1 }  \approx (1 - \Delta tR_1 )^{ - 1} (1 + \Delta tR_1
1427 )
1428 \]
1429 The flow maps for $T_2^r$ and $T_3^r$ can be found in the same
1430 manner.
1431
1432 In order to construct a second-order symplectic method, we split the
1433 angular kinetic Hamiltonian function can into five terms
1434 \[
1341   T^r (\pi ) = \frac{1}{2}T_1 ^r (\pi _1 ) + \frac{1}{2}T_2^r (\pi _2
1342   ) + T_3^r (\pi _3 ) + \frac{1}{2}T_2^r (\pi _2 ) + \frac{1}{2}T_1 ^r
1343 < (\pi _1 )
1344 < \].
1345 < Concatenating flows corresponding to these five terms, we can obtain
1346 < an symplectic integrator,
1343 > (\pi _1 ).
1344 > \]
1345 > By concatenating the propagators corresponding to these five terms,
1346 > we can obtain an symplectic integrator,
1347   \[
1348   \varphi _{\Delta t,T^r }  = \varphi _{\Delta t/2,\pi _1 }  \circ
1349   \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t,\pi _3 }
1350   \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t/2,\pi
1351   _1 }.
1352   \]
1353 <
1448 < The non-canonical Lie-Poisson bracket ${F, G}$ of two function
1449 < $F(\pi )$ and $G(\pi )$ is defined by
1353 > The non-canonical Lie-Poisson bracket $\{F, G\}$ of two functions $F(\pi )$ and $G(\pi )$ is defined by
1354   \[
1355   \{ F,G\} (\pi ) = [\nabla _\pi  F(\pi )]^T J(\pi )\nabla _\pi  G(\pi
1356 < )
1356 > ).
1357   \]
1358   If the Poisson bracket of a function $F$ with an arbitrary smooth
1359   function $G$ is zero, $F$ is a \emph{Casimir}, which is the
1360   conserved quantity in Poisson system. We can easily verify that the
1361   norm of the angular momentum, $\parallel \pi
1362 < \parallel$, is a \emph{Casimir}. Let$ F(\pi ) = S(\frac{{\parallel
1362 > \parallel$, is a \emph{Casimir}.\cite{McLachlan1993} Let $F(\pi ) = S(\frac{{\parallel
1363   \pi \parallel ^2 }}{2})$ for an arbitrary function $ S:R \to R$ ,
1364   then by the chain rule
1365   \[
1366   \nabla _\pi  F(\pi ) = S'(\frac{{\parallel \pi \parallel ^2
1367 < }}{2})\pi
1367 > }}{2})\pi.
1368   \]
1369 < Thus $ [\nabla _\pi  F(\pi )]^T J(\pi ) =  - S'(\frac{{\parallel \pi
1369 > Thus, $ [\nabla _\pi  F(\pi )]^T J(\pi ) =  - S'(\frac{{\parallel
1370 > \pi
1371   \parallel ^2 }}{2})\pi  \times \pi  = 0 $. This explicit
1372 < Lie-Poisson integrator is found to be extremely efficient and stable
1373 < which can be explained by the fact the small angle approximation is
1374 < used and the norm of the angular momentum is conserved.
1372 > Lie-Poisson integrator is found to be both extremely efficient and
1373 > stable. These properties can be explained by the fact the small
1374 > angle approximation is used and the norm of the angular momentum is
1375 > conserved.
1376  
1377   \subsection{\label{introSection:RBHamiltonianSplitting} Hamiltonian
1378   Splitting for Rigid Body}
1379  
1380   The Hamiltonian of rigid body can be separated in terms of kinetic
1381 < energy and potential energy,
1382 < \[
1383 < H = T(p,\pi ) + V(q,Q)
1384 < \]
1385 < The equations of motion corresponding to potential energy and
1386 < kinetic energy are listed in the below table,
1381 > energy and potential energy, $H = T(p,\pi ) + V(q,Q)$. The equations
1382 > of motion corresponding to potential energy and kinetic energy are
1383 > listed in Table~\ref{introTable:rbEquations}.
1384 > \begin{table}
1385 > \caption{EQUATIONS OF MOTION DUE TO POTENTIAL AND KINETIC ENERGIES}
1386 > \label{introTable:rbEquations}
1387   \begin{center}
1388   \begin{tabular}{|l|l|}
1389    \hline
# Line 1490 | Line 1396 | kinetic energy are listed in the below table,
1396    \hline
1397   \end{tabular}
1398   \end{center}
1399 + \end{table}
1400   A second-order symplectic method is now obtained by the composition
1401 < of the flow maps,
1401 > of the position and velocity propagators,
1402   \[
1403   \varphi _{\Delta t}  = \varphi _{\Delta t/2,V}  \circ \varphi
1404   _{\Delta t,T}  \circ \varphi _{\Delta t/2,V}.
1405   \]
1406   Moreover, $\varphi _{\Delta t/2,V}$ can be divided into two
1407 < sub-flows which corresponding to force and torque respectively,
1407 > sub-propagators which corresponding to force and torque
1408 > respectively,
1409   \[
1410   \varphi _{\Delta t/2,V}  = \varphi _{\Delta t/2,F}  \circ \varphi
1411   _{\Delta t/2,\tau }.
1412   \]
1413   Since the associated operators of $\varphi _{\Delta t/2,F} $ and
1414 < $\circ \varphi _{\Delta t/2,\tau }$ are commuted, the composition
1415 < order inside $\varphi _{\Delta t/2,V}$ does not matter.
1416 <
1417 < Furthermore, kinetic potential can be separated to translational
1510 < kinetic term, $T^t (p)$, and rotational kinetic term, $T^r (\pi )$,
1414 > $\circ \varphi _{\Delta t/2,\tau }$ commute, the composition order
1415 > inside $\varphi _{\Delta t/2,V}$ does not matter. Furthermore, the
1416 > kinetic energy can be separated to translational kinetic term, $T^t
1417 > (p)$, and rotational kinetic term, $T^r (\pi )$,
1418   \begin{equation}
1419   T(p,\pi ) =T^t (p) + T^r (\pi ).
1420   \end{equation}
1421   where $ T^t (p) = \frac{1}{2}p^T m^{ - 1} p $ and $T^r (\pi )$ is
1422 < defined by \ref{introEquation:rotationalKineticRB}. Therefore, the
1423 < corresponding flow maps are given by
1422 > defined by Eq.~\ref{introEquation:rotationalKineticRB}. Therefore,
1423 > the corresponding propagators are given by
1424   \[
1425   \varphi _{\Delta t,T}  = \varphi _{\Delta t,T^t }  \circ \varphi
1426   _{\Delta t,T^r }.
1427   \]
1428 < Finally, we obtain the overall symplectic flow maps for free moving
1429 < rigid body
1430 < \begin{equation}
1431 < \begin{array}{c}
1432 < \varphi _{\Delta t}  = \varphi _{\Delta t/2,F}  \circ \varphi _{\Delta t/2,\tau }  \\
1433 <  \circ \varphi _{\Delta t,T^t }  \circ \varphi _{\Delta t/2,\pi _1 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t,\pi _3 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t/2,\pi _1 }  \\
1527 <  \circ \varphi _{\Delta t/2,\tau }  \circ \varphi _{\Delta t/2,F}  .\\
1528 < \end{array}
1428 > Finally, we obtain the overall symplectic propagators for freely
1429 > moving rigid bodies
1430 > \begin{eqnarray}
1431 > \varphi _{\Delta t}  &=& \varphi _{\Delta t/2,F}  \circ \varphi _{\Delta t/2,\tau }  \notag\\
1432 >  & & \circ \varphi _{\Delta t,T^t }  \circ \varphi _{\Delta t/2,\pi _1 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t,\pi _3 }  \circ \varphi _{\Delta t/2,\pi _2 }  \circ \varphi _{\Delta t/2,\pi _1 }  \notag\\
1433 >  & & \circ \varphi _{\Delta t/2,\tau }  \circ \varphi _{\Delta t/2,F}  .
1434   \label{introEquation:overallRBFlowMaps}
1435 < \end{equation}
1435 > \end{eqnarray}
1436  
1437   \section{\label{introSection:langevinDynamics}Langevin Dynamics}
1438   As an alternative to newtonian dynamics, Langevin dynamics, which
1439   mimics a simple heat bath with stochastic and dissipative forces,
1440   has been applied in a variety of studies. This section will review
1441 < the theory of Langevin dynamics simulation. A brief derivation of
1442 < generalized Langevin equation will be given first. Follow that, we
1443 < will discuss the physical meaning of the terms appearing in the
1539 < equation as well as the calculation of friction tensor from
1540 < hydrodynamics theory.
1441 > the theory of Langevin dynamics. A brief derivation of the generalized
1442 > Langevin equation will be given first. Following that, we will
1443 > discuss the physical meaning of the terms appearing in the equation.
1444  
1445   \subsection{\label{introSection:generalizedLangevinDynamics}Derivation of Generalized Langevin Equation}
1446  
1447 < Harmonic bath model, in which an effective set of harmonic
1447 > A harmonic bath model, in which an effective set of harmonic
1448   oscillators are used to mimic the effect of a linearly responding
1449   environment, has been widely used in quantum chemistry and
1450   statistical mechanics. One of the successful applications of
1451 < Harmonic bath model is the derivation of Deriving Generalized
1452 < Langevin Dynamics. Lets consider a system, in which the degree of
1451 > Harmonic bath model is the derivation of the Generalized Langevin
1452 > Dynamics (GLE). Consider a system, in which the degree of
1453   freedom $x$ is assumed to couple to the bath linearly, giving a
1454   Hamiltonian of the form
1455   \begin{equation}
1456   H = \frac{{p^2 }}{{2m}} + U(x) + H_B  + \Delta U(x,x_1 , \ldots x_N)
1457   \label{introEquation:bathGLE}.
1458   \end{equation}
1459 < Here $p$ is a momentum conjugate to $q$, $m$ is the mass associated
1460 < with this degree of freedom, $H_B$ is harmonic bath Hamiltonian,
1459 > Here $p$ is a momentum conjugate to $x$, $m$ is the mass associated
1460 > with this degree of freedom, $H_B$ is a harmonic bath Hamiltonian,
1461   \[
1462   H_B  = \sum\limits_{\alpha  = 1}^N {\left\{ {\frac{{p_\alpha ^2
1463 < }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha  \omega _\alpha ^2 }
1463 > }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha  x_\alpha ^2 }
1464   \right\}}
1465   \]
1466   where the index $\alpha$ runs over all the bath degrees of freedom,
1467   $\omega _\alpha$ are the harmonic bath frequencies, $m_\alpha$ are
1468 < the harmonic bath masses, and $\Delta U$ is bilinear system-bath
1468 > the harmonic bath masses, and $\Delta U$ is a bilinear system-bath
1469   coupling,
1470   \[
1471   \Delta U =  - \sum\limits_{\alpha  = 1}^N {g_\alpha  x_\alpha  x}
1472   \]
1473 < where $g_\alpha$ are the coupling constants between the bath and the
1474 < coordinate $x$. Introducing
1473 > where $g_\alpha$ are the coupling constants between the bath
1474 > coordinates ($x_ \alpha$) and the system coordinate ($x$).
1475 > Introducing
1476   \[
1477   W(x) = U(x) - \sum\limits_{\alpha  = 1}^N {\frac{{g_\alpha ^2
1478   }}{{2m_\alpha  w_\alpha ^2 }}} x^2
1479 < \] and combining the last two terms in Equation
1480 < \ref{introEquation:bathGLE}, we may rewrite the Harmonic bath
1577 < Hamiltonian as
1479 > \]
1480 > and combining the last two terms in Eq.~\ref{introEquation:bathGLE}, we may rewrite the Harmonic bath Hamiltonian as
1481   \[
1482   H = \frac{{p^2 }}{{2m}} + W(x) + \sum\limits_{\alpha  = 1}^N
1483   {\left\{ {\frac{{p_\alpha ^2 }}{{2m_\alpha  }} + \frac{1}{2}m_\alpha
1484   w_\alpha ^2 \left( {x_\alpha   - \frac{{g_\alpha  }}{{m_\alpha
1485 < w_\alpha ^2 }}x} \right)^2 } \right\}}
1485 > w_\alpha ^2 }}x} \right)^2 } \right\}}.
1486   \]
1487   Since the first two terms of the new Hamiltonian depend only on the
1488   system coordinates, we can get the equations of motion for
1489 < Generalized Langevin Dynamics by Hamilton's equations
1587 < \ref{introEquation:motionHamiltonianCoordinate,
1588 < introEquation:motionHamiltonianMomentum},
1489 > Generalized Langevin Dynamics by Hamilton's equations,
1490   \begin{equation}
1491   m\ddot x =  - \frac{{\partial W(x)}}{{\partial x}} -
1492   \sum\limits_{\alpha  = 1}^N {g_\alpha  \left( {x_\alpha   -
# Line 1598 | Line 1499 | m\ddot x_\alpha   =  - m_\alpha  w_\alpha ^2 \left( {x
1499   \frac{{g_\alpha  }}{{m_\alpha  w_\alpha ^2 }}x} \right).
1500   \label{introEquation:bathMotionGLE}
1501   \end{equation}
1601
1502   In order to derive an equation for $x$, the dynamics of the bath
1503   variables $x_\alpha$ must be solved exactly first. As an integral
1504   transform which is particularly useful in solving linear ordinary
1505 < differential equations, Laplace transform is the appropriate tool to
1506 < solve this problem. The basic idea is to transform the difficult
1505 > differential equations,the Laplace transform is the appropriate tool
1506 > to solve this problem. The basic idea is to transform the difficult
1507   differential equations into simple algebra problems which can be
1508 < solved easily. Then applying inverse Laplace transform, also known
1509 < as the Bromwich integral, we can retrieve the solutions of the
1510 < original problems.
1511 <
1612 < Let $f(t)$ be a function defined on $ [0,\infty ) $. The Laplace
1613 < transform of f(t) is a new function defined as
1508 > solved easily. Then, by applying the inverse Laplace transform, we
1509 > can retrieve the solutions of the original problems. Let $f(t)$ be a
1510 > function defined on $ [0,\infty ) $, the Laplace transform of $f(t)$
1511 > is a new function defined as
1512   \[
1513   L(f(t)) \equiv F(p) = \int_0^\infty  {f(t)e^{ - pt} dt}
1514   \]
1515   where  $p$ is real and  $L$ is called the Laplace Transform
1516 < Operator. Below are some important properties of Laplace transform
1517 < \begin{equation}
1518 < \begin{array}{c}
1519 < L(x + y) = L(x) + L(y) \\
1520 < L(ax) = aL(x) \\
1521 < L(\dot x) = pL(x) - px(0) \\
1522 < L(\ddot x) = p^2 L(x) - px(0) - \dot x(0) \\
1523 < L\left( {\int_0^t {g(t - \tau )h(\tau )d\tau } } \right) = G(p)H(p) \\
1524 < \end{array}
1525 < \end{equation}
1526 <
1527 < Applying Laplace transform to the bath coordinates, we obtain
1528 < \[
1529 < \begin{array}{c}
1530 < p^2 L(x_\alpha  ) - px_\alpha  (0) - \dot x_\alpha  (0) =  - \omega _\alpha ^2 L(x_\alpha  ) + \frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) \\
1531 < L(x_\alpha  ) = \frac{{\frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) + px_\alpha  (0) + \dot x_\alpha  (0)}}{{p^2  + \omega _\alpha ^2 }} \\
1634 < \end{array}
1635 < \]
1636 < By the same way, the system coordinates become
1637 < \[
1638 < \begin{array}{c}
1639 < mL(\ddot x) =  - \frac{1}{p}\frac{{\partial W(x)}}{{\partial x}} \\
1516 > Operator. Below are some important properties of the Laplace transform
1517 > \begin{eqnarray*}
1518 > L(x + y)  & = & L(x) + L(y) \\
1519 > L(ax)     & = & aL(x) \\
1520 > L(\dot x) & = & pL(x) - px(0) \\
1521 > L(\ddot x)& = & p^2 L(x) - px(0) - \dot x(0) \\
1522 > L\left( {\int_0^t {g(t - \tau )h(\tau )d\tau } } \right)& = & G(p)H(p) \\
1523 > \end{eqnarray*}
1524 > Applying the Laplace transform to the bath coordinates, we obtain
1525 > \begin{eqnarray*}
1526 > p^2 L(x_\alpha  ) - px_\alpha  (0) - \dot x_\alpha  (0) & = & - \omega _\alpha ^2 L(x_\alpha  ) + \frac{{g_\alpha  }}{{\omega _\alpha  }}L(x), \\
1527 > L(x_\alpha  ) & = & \frac{{\frac{{g_\alpha  }}{{\omega _\alpha  }}L(x) + px_\alpha  (0) + \dot x_\alpha  (0)}}{{p^2  + \omega _\alpha ^2 }}. \\
1528 > \end{eqnarray*}
1529 > In the same way, the system coordinates become
1530 > \begin{eqnarray*}
1531 > mL(\ddot x) & = &
1532    - \sum\limits_{\alpha  = 1}^N {\left\{ { - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha ^2 }}\frac{p}{{p^2  + \omega _\alpha ^2 }}pL(x) - \frac{p}{{p^2  + \omega _\alpha ^2 }}g_\alpha  x_\alpha  (0) - \frac{1}{{p^2  + \omega _\alpha ^2 }}g_\alpha  \dot x_\alpha  (0)} \right\}}  \\
1533 < \end{array}
1534 < \]
1643 <
1533 >  & & - \frac{1}{p}\frac{{\partial W(x)}}{{\partial x}}.
1534 > \end{eqnarray*}
1535   With the help of some relatively important inverse Laplace
1536   transformations:
1537   \[
# Line 1650 | Line 1541 | transformations:
1541   L(1) = \frac{1}{p} \\
1542   \end{array}
1543   \]
1544 < , we obtain
1545 < \begin{align}
1546 < m\ddot x &=  - \frac{{\partial W(x)}}{{\partial x}} -
1544 > we obtain
1545 > \begin{eqnarray*}
1546 > m\ddot x & =  & - \frac{{\partial W(x)}}{{\partial x}} -
1547   \sum\limits_{\alpha  = 1}^N {\left\{ {\left( { - \frac{{g_\alpha ^2
1548   }}{{m_\alpha  \omega _\alpha ^2 }}} \right)\int_0^t {\cos (\omega
1549 < _\alpha  t)\dot x(t - \tau )d\tau  - \left[ {g_\alpha  x_\alpha  (0)
1550 < - \frac{{g_\alpha  }}{{m_\alpha  \omega _\alpha  }}} \right]\cos
1551 < (\omega _\alpha  t) - \frac{{g_\alpha  \dot x_\alpha  (0)}}{{\omega
1552 < _\alpha  }}\sin (\omega _\alpha  t)} } \right\}}
1549 > _\alpha  t)\dot x(t - \tau )d\tau } } \right\}}  \\
1550 > & & + \sum\limits_{\alpha  = 1}^N {\left\{ {\left[ {g_\alpha
1551 > x_\alpha (0) - \frac{{g_\alpha  }}{{m_\alpha  \omega _\alpha  }}}
1552 > \right]\cos (\omega _\alpha  t) + \frac{{g_\alpha  \dot x_\alpha
1553 > (0)}}{{\omega _\alpha  }}\sin (\omega _\alpha  t)} \right\}}\\
1554   %
1555 < &= - \frac{{\partial W(x)}}{{\partial x}} - \int_0^t
1556 < {\sum\limits_{\alpha  = 1}^N {\left( { - \frac{{g_\alpha ^2
1557 < }}{{m_\alpha  \omega _\alpha ^2 }}} \right)\cos (\omega _\alpha
1558 < t)\dot x(t - \tau )d} \tau }  + \sum\limits_{\alpha  = 1}^N {\left\{
1559 < {\left[ {g_\alpha  x_\alpha  (0) - \frac{{g_\alpha  }}{{m_\alpha
1560 < \omega _\alpha  }}} \right]\cos (\omega _\alpha  t) +
1561 < \frac{{g_\alpha  \dot x_\alpha  (0)}}{{\omega _\alpha  }}\sin
1562 < (\omega _\alpha  t)} \right\}}
1563 < \end{align}
1564 <
1555 > & = & -
1556 > \frac{{\partial W(x)}}{{\partial x}} - \int_0^t {\sum\limits_{\alpha
1557 > = 1}^N {\left( { - \frac{{g_\alpha ^2 }}{{m_\alpha  \omega _\alpha
1558 > ^2 }}} \right)\cos (\omega _\alpha
1559 > t)\dot x(t - \tau )d} \tau }  \\
1560 > & & + \sum\limits_{\alpha  = 1}^N {\left\{ {\left[ {g_\alpha
1561 > x_\alpha (0) - \frac{{g_\alpha }}{{m_\alpha \omega _\alpha  }}}
1562 > \right]\cos (\omega _\alpha  t) + \frac{{g_\alpha  \dot x_\alpha
1563 > (0)}}{{\omega _\alpha  }}\sin (\omega _\alpha  t)} \right\}}
1564 > \end{eqnarray*}
1565   Introducing a \emph{dynamic friction kernel}
1566   \begin{equation}
1567   \xi (t) = \sum\limits_{\alpha  = 1}^N {\left( { - \frac{{g_\alpha ^2
# Line 1690 | Line 1582 | m\ddot x =  - \frac{{\partial W}}{{\partial x}} - \int
1582   (t)\dot x(t - \tau )d\tau }  + R(t)
1583   \label{introEuqation:GeneralizedLangevinDynamics}
1584   \end{equation}
1585 < which is known as the \emph{generalized Langevin equation}.
1585 > which is known as the \emph{generalized Langevin equation} (GLE).
1586  
1587 < \subsubsection{\label{introSection:randomForceDynamicFrictionKernel}Random Force and Dynamic Friction Kernel}
1587 > \subsubsection{\label{introSection:randomForceDynamicFrictionKernel}\textbf{Random Force and Dynamic Friction Kernel}}
1588  
1589   One may notice that $R(t)$ depends only on initial conditions, which
1590   implies it is completely deterministic within the context of a
1591   harmonic bath. However, it is easy to verify that $R(t)$ is totally
1592 < uncorrelated to $x$ and $\dot x$,
1593 < \[
1594 < \begin{array}{l}
1595 < \left\langle {x(t)R(t)} \right\rangle  = 0, \\
1596 < \left\langle {\dot x(t)R(t)} \right\rangle  = 0. \\
1705 < \end{array}
1706 < \]
1707 < This property is what we expect from a truly random process. As long
1708 < as the model, which is gaussian distribution in general, chosen for
1709 < $R(t)$ is a truly random process, the stochastic nature of the GLE
1710 < still remains.
1711 <
1592 > uncorrelated to $x$ and $\dot x$, $\left\langle {x(t)R(t)}
1593 > \right\rangle  = 0, \left\langle {\dot x(t)R(t)} \right\rangle  =
1594 > 0.$ This property is what we expect from a truly random process. As
1595 > long as the model chosen for $R(t)$ was a gaussian distribution in
1596 > general, the stochastic nature of the GLE still remains.
1597   %dynamic friction kernel
1598   The convolution integral
1599   \[
# Line 1723 | Line 1608 | $\xi(t) = \Xi_0$. Hence, the convolution integral beco
1608   \[
1609   \int_0^t {\xi (t)\dot x(t - \tau )d\tau }  = \xi _0 (x(t) - x(0))
1610   \]
1611 < and Equation \ref{introEuqation:GeneralizedLangevinDynamics} becomes
1611 > and Eq.~\ref{introEuqation:GeneralizedLangevinDynamics} becomes
1612   \[
1613   m\ddot x =  - \frac{\partial }{{\partial x}}\left( {W(x) +
1614   \frac{1}{2}\xi _0 (x - x_0 )^2 } \right) + R(t),
1615   \]
1616 < which can be used to describe dynamic caging effect. The other
1617 < extreme is the bath that responds infinitely quickly to motions in
1618 < the system. Thus, $\xi (t)$ can be taken as a $delta$ function in
1619 < time:
1616 > which can be used to describe the effect of dynamic caging in
1617 > viscous solvents. The other extreme is the bath that responds
1618 > infinitely quickly to motions in the system. Thus, $\xi (t)$ can be
1619 > taken as a $delta$ function in time:
1620   \[
1621 < \xi (t) = 2\xi _0 \delta (t)
1621 > \xi (t) = 2\xi _0 \delta (t).
1622   \]
1623   Hence, the convolution integral becomes
1624   \[
1625   \int_0^t {\xi (t)\dot x(t - \tau )d\tau }  = 2\xi _0 \int_0^t
1626   {\delta (t)\dot x(t - \tau )d\tau }  = \xi _0 \dot x(t),
1627   \]
1628 < and Equation \ref{introEuqation:GeneralizedLangevinDynamics} becomes
1628 > and Eq.~\ref{introEuqation:GeneralizedLangevinDynamics} becomes
1629   \begin{equation}
1630   m\ddot x =  - \frac{{\partial W(x)}}{{\partial x}} - \xi _0 \dot
1631   x(t) + R(t) \label{introEquation:LangevinEquation}
1632   \end{equation}
1633   which is known as the Langevin equation. The static friction
1634   coefficient $\xi _0$ can either be calculated from spectral density
1635 < or be determined by Stokes' law for regular shaped particles.A
1636 < briefly review on calculating friction tensor for arbitrary shaped
1635 > or be determined by Stokes' law for regular shaped particles. A
1636 > brief review on calculating friction tensors for arbitrary shaped
1637   particles is given in Sec.~\ref{introSection:frictionTensor}.
1638  
1639 < \subsubsection{\label{introSection:secondFluctuationDissipation}The Second Fluctuation Dissipation Theorem}
1639 > \subsubsection{\label{introSection:secondFluctuationDissipation}\textbf{The Second Fluctuation Dissipation Theorem}}
1640  
1641 < Defining a new set of coordinates,
1641 > Defining a new set of coordinates
1642   \[
1643   q_\alpha  (t) = x_\alpha  (t) - \frac{1}{{m_\alpha  \omega _\alpha
1644 < ^2 }}x(0)
1645 < \],
1646 < we can rewrite $R(T)$ as
1644 > ^2 }}x(0),
1645 > \]
1646 > we can rewrite $R(t)$ as
1647   \[
1648   R(t) = \sum\limits_{\alpha  = 1}^N {g_\alpha  q_\alpha  (t)}.
1649   \]
1650   And since the $q$ coordinates are harmonic oscillators,
1651 < \[
1652 < \begin{array}{c}
1653 < \left\langle {q_\alpha ^2 } \right\rangle  = \frac{{kT}}{{m_\alpha  \omega _\alpha ^2 }} \\
1654 < \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle  = \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t) \\
1655 < \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle  = \delta _{\alpha \beta } \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle  \\
1656 < \left\langle {R(t)R(0)} \right\rangle  = \sum\limits_\alpha  {\sum\limits_\beta  {g_\alpha  g_\beta  \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle } }  \\
1657 <  = \sum\limits_\alpha  {g_\alpha ^2 \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t)}  \\
1658 <  = kT\xi (t) \\
1774 < \end{array}
1775 < \]
1651 > \begin{eqnarray*}
1652 > \left\langle {q_\alpha ^2 } \right\rangle  & = & \frac{{kT}}{{m_\alpha  \omega _\alpha ^2 }} \\
1653 > \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle & = & \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t) \\
1654 > \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle & = &\delta _{\alpha \beta } \left\langle {q_\alpha  (t)q_\alpha  (0)} \right\rangle  \\
1655 > \left\langle {R(t)R(0)} \right\rangle & = & \sum\limits_\alpha  {\sum\limits_\beta  {g_\alpha  g_\beta  \left\langle {q_\alpha  (t)q_\beta  (0)} \right\rangle } }  \\
1656 >  & = &\sum\limits_\alpha  {g_\alpha ^2 \left\langle {q_\alpha ^2 (0)} \right\rangle \cos (\omega _\alpha  t)}  \\
1657 >  & = &kT\xi (t)
1658 > \end{eqnarray*}
1659   Thus, we recover the \emph{second fluctuation dissipation theorem}
1660   \begin{equation}
1661   \xi (t) = \left\langle {R(t)R(0)} \right\rangle
1662 < \label{introEquation:secondFluctuationDissipation}.
1662 > \label{introEquation:secondFluctuationDissipation},
1663   \end{equation}
1664 < In effect, it acts as a constraint on the possible ways in which one
1665 < can model the random force and friction kernel.
1783 <
1784 < \subsection{\label{introSection:frictionTensor} Friction Tensor}
1785 < Theoretically, the friction kernel can be determined using velocity
1786 < autocorrelation function. However, this approach become impractical
1787 < when the system become more and more complicate. Instead, various
1788 < approaches based on hydrodynamics have been developed to calculate
1789 < the friction coefficients. The friction effect is isotropic in
1790 < Equation, \zeta can be taken as a scalar. In general, friction
1791 < tensor \Xi is a $6\times 6$ matrix given by
1792 < \[
1793 < \Xi  = \left( {\begin{array}{*{20}c}
1794 <   {\Xi _{}^{tt} } & {\Xi _{}^{rt} }  \\
1795 <   {\Xi _{}^{tr} } & {\Xi _{}^{rr} }  \\
1796 < \end{array}} \right).
1797 < \]
1798 < Here, $ {\Xi^{tt} }$ and $ {\Xi^{rr} }$ are translational friction
1799 < tensor and rotational resistance (friction) tensor respectively,
1800 < while ${\Xi^{tr} }$ is translation-rotation coupling tensor and $
1801 < {\Xi^{rt} }$ is rotation-translation coupling tensor. When a
1802 < particle moves in a fluid, it may experience friction force or
1803 < torque along the opposite direction of the velocity or angular
1804 < velocity,
1805 < \[
1806 < \left( \begin{array}{l}
1807 < F_R  \\
1808 < \tau _R  \\
1809 < \end{array} \right) =  - \left( {\begin{array}{*{20}c}
1810 <   {\Xi ^{tt} } & {\Xi ^{rt} }  \\
1811 <   {\Xi ^{tr} } & {\Xi ^{rr} }  \\
1812 < \end{array}} \right)\left( \begin{array}{l}
1813 < v \\
1814 < w \\
1815 < \end{array} \right)
1816 < \]
1817 < where $F_r$ is the friction force and $\tau _R$ is the friction
1818 < toque.
1819 <
1820 < \subsubsection{\label{introSection:resistanceTensorRegular}The Resistance Tensor for Regular Shape}
1821 <
1822 < For a spherical particle, the translational and rotational friction
1823 < constant can be calculated from Stoke's law,
1824 < \[
1825 < \Xi ^{tt}  = \left( {\begin{array}{*{20}c}
1826 <   {6\pi \eta R} & 0 & 0  \\
1827 <   0 & {6\pi \eta R} & 0  \\
1828 <   0 & 0 & {6\pi \eta R}  \\
1829 < \end{array}} \right)
1830 < \]
1831 < and
1832 < \[
1833 < \Xi ^{rr}  = \left( {\begin{array}{*{20}c}
1834 <   {8\pi \eta R^3 } & 0 & 0  \\
1835 <   0 & {8\pi \eta R^3 } & 0  \\
1836 <   0 & 0 & {8\pi \eta R^3 }  \\
1837 < \end{array}} \right)
1838 < \]
1839 < where $\eta$ is the viscosity of the solvent and $R$ is the
1840 < hydrodynamics radius.
1841 <
1842 < Other non-spherical shape, such as cylinder and ellipsoid
1843 < \textit{etc}, are widely used as reference for developing new
1844 < hydrodynamics theory, because their properties can be calculated
1845 < exactly. In 1936, Perrin extended Stokes's law to general ellipsoid,
1846 < also called a triaxial ellipsoid, which is given in Cartesian
1847 < coordinates by
1848 < \[
1849 < \frac{{x^2 }}{{a^2 }} + \frac{{y^2 }}{{b^2 }} + \frac{{z^2 }}{{c^2
1850 < }} = 1
1851 < \]
1852 < where the semi-axes are of lengths $a$, $b$, and $c$. Unfortunately,
1853 < due to the complexity of the elliptic integral, only the ellipsoid
1854 < with the restriction of two axes having to be equal, \textit{i.e.}
1855 < prolate($ a \ge b = c$) and oblate ($ a < b = c $), can be solved
1856 < exactly. Introducing an elliptic integral parameter $S$ for prolate,
1857 < \[
1858 < S = \frac{2}{{\sqrt {a^2  - b^2 } }}\ln \frac{{a + \sqrt {a^2  - b^2
1859 < } }}{b},
1860 < \]
1861 < and oblate,
1862 < \[
1863 < S = \frac{2}{{\sqrt {b^2  - a^2 } }}arctg\frac{{\sqrt {b^2  - a^2 }
1864 < }}{a}
1865 < \],
1866 < one can write down the translational and rotational resistance
1867 < tensors
1868 < \[
1869 < \begin{array}{l}
1870 < \Xi _a^{tt}  = 16\pi \eta \frac{{a^2  - b^2 }}{{(2a^2  - b^2 )S - 2a}} \\
1871 < \Xi _b^{tt}  = \Xi _c^{tt}  = 32\pi \eta \frac{{a^2  - b^2 }}{{(2a^2  - 3b^2 )S + 2a}} \\
1872 < \end{array},
1873 < \]
1874 < and
1875 < \[
1876 < \begin{array}{l}
1877 < \Xi _a^{rr}  = \frac{{32\pi }}{3}\eta \frac{{(a^2  - b^2 )b^2 }}{{2a - b^2 S}} \\
1878 < \Xi _b^{rr}  = \Xi _c^{rr}  = \frac{{32\pi }}{3}\eta \frac{{(a^4  - b^4 )}}{{(2a^2  - b^2 )S - 2a}} \\
1879 < \end{array}.
1880 < \]
1881 <
1882 < \subsubsection{\label{introSection:resistanceTensorRegularArbitrary}The Resistance Tensor for Arbitrary Shape}
1883 <
1884 < Unlike spherical and other regular shaped molecules, there is not
1885 < analytical solution for friction tensor of any arbitrary shaped
1886 < rigid molecules. The ellipsoid of revolution model and general
1887 < triaxial ellipsoid model have been used to approximate the
1888 < hydrodynamic properties of rigid bodies. However, since the mapping
1889 < from all possible ellipsoidal space, $r$-space, to all possible
1890 < combination of rotational diffusion coefficients, $D$-space is not
1891 < unique\cite{Wegener79} as well as the intrinsic coupling between
1892 < translational and rotational motion of rigid body\cite{}, general
1893 < ellipsoid is not always suitable for modeling arbitrarily shaped
1894 < rigid molecule. A number of studies have been devoted to determine
1895 < the friction tensor for irregularly shaped rigid bodies using more
1896 < advanced method\cite{} where the molecule of interest was modeled by
1897 < combinations of spheres(beads)\cite{} and the hydrodynamics
1898 < properties of the molecule can be calculated using the hydrodynamic
1899 < interaction tensor. Let us consider a rigid assembly of $N$ beads
1900 < immersed in a continuous medium. Due to hydrodynamics interaction,
1901 < the ``net'' velocity of $i$th bead, $v'_i$ is different than its
1902 < unperturbed velocity $v_i$,
1903 < \[
1904 < v'_i  = v_i  - \sum\limits_{j \ne i} {T_{ij} F_j }
1905 < \]
1906 < where $F_i$ is the frictional force, and $T_{ij}$ is the
1907 < hydrodynamic interaction tensor. The friction force of $i$th bead is
1908 < proportional to its ``net'' velocity
1909 < \begin{equation}
1910 < F_i  = \zeta _i v_i  - \zeta _i \sum\limits_{j \ne i} {T_{ij} F_j }.
1911 < \label{introEquation:tensorExpression}
1912 < \end{equation}
1913 < This equation is the basis for deriving the hydrodynamic tensor. In
1914 < 1930, Oseen and Burgers gave a simple solution to Equation
1915 < \ref{introEquation:tensorExpression}
1916 < \begin{equation}
1917 < T_{ij}  = \frac{1}{{8\pi \eta r_{ij} }}\left( {I + \frac{{R_{ij}
1918 < R_{ij}^T }}{{R_{ij}^2 }}} \right).
1919 < \label{introEquation:oseenTensor}
1920 < \end{equation}
1921 < Here $R_{ij}$ is the distance vector between bead $i$ and bead $j$.
1922 < A second order expression for element of different size was
1923 < introduced by Rotne and Prager\cite{} and improved by Garc\'{i}a de
1924 < la Torre and Bloomfield,
1925 < \begin{equation}
1926 < T_{ij}  = \frac{1}{{8\pi \eta R_{ij} }}\left[ {\left( {I +
1927 < \frac{{R_{ij} R_{ij}^T }}{{R_{ij}^2 }}} \right) + R\frac{{\sigma
1928 < _i^2  + \sigma _j^2 }}{{r_{ij}^2 }}\left( {\frac{I}{3} -
1929 < \frac{{R_{ij} R_{ij}^T }}{{R_{ij}^2 }}} \right)} \right].
1930 < \label{introEquation:RPTensorNonOverlapped}
1931 < \end{equation}
1932 < Both of the Equation \ref{introEquation:oseenTensor} and Equation
1933 < \ref{introEquation:RPTensorNonOverlapped} have an assumption $R_{ij}
1934 < \ge \sigma _i  + \sigma _j$. An alternative expression for
1935 < overlapping beads with the same radius, $\sigma$, is given by
1936 < \begin{equation}
1937 < T_{ij}  = \frac{1}{{6\pi \eta R_{ij} }}\left[ {\left( {1 -
1938 < \frac{2}{{32}}\frac{{R_{ij} }}{\sigma }} \right)I +
1939 < \frac{2}{{32}}\frac{{R_{ij} R_{ij}^T }}{{R_{ij} \sigma }}} \right]
1940 < \label{introEquation:RPTensorOverlapped}
1941 < \end{equation}
1942 <
1943 < To calculate the resistance tensor at an arbitrary origin $O$, we
1944 < construct a $3N \times 3N$ matrix consisting of $N \times N$
1945 < $B_{ij}$ blocks
1946 < \begin{equation}
1947 < B = \left( {\begin{array}{*{20}c}
1948 <   {B_{11} } &  \ldots  & {B_{1N} }  \\
1949 <    \vdots  &  \ddots  &  \vdots   \\
1950 <   {B_{N1} } &  \cdots  & {B_{NN} }  \\
1951 < \end{array}} \right),
1952 < \end{equation}
1953 < where $B_{ij}$ is given by
1954 < \[
1955 < B_{ij}  = \delta _{ij} \frac{I}{{6\pi \eta R}} + (1 - \delta _{ij}
1956 < )T_{ij}
1957 < \]
1958 < where $\delta _{ij}$ is Kronecker delta function. Inverting matrix
1959 < $B$, we obtain
1960 <
1961 < \[
1962 < C = B^{ - 1}  = \left( {\begin{array}{*{20}c}
1963 <   {C_{11} } &  \ldots  & {C_{1N} }  \\
1964 <    \vdots  &  \ddots  &  \vdots   \\
1965 <   {C_{N1} } &  \cdots  & {C_{NN} }  \\
1966 < \end{array}} \right)
1967 < \]
1968 < , which can be partitioned into $N \times N$ $3 \times 3$ block
1969 < $C_{ij}$. With the help of $C_{ij}$ and skew matrix $U_i$
1970 < \[
1971 < U_i  = \left( {\begin{array}{*{20}c}
1972 <   0 & { - z_i } & {y_i }  \\
1973 <   {z_i } & 0 & { - x_i }  \\
1974 <   { - y_i } & {x_i } & 0  \\
1975 < \end{array}} \right)
1976 < \]
1977 < where $x_i$, $y_i$, $z_i$ are the components of the vector joining
1978 < bead $i$ and origin $O$. Hence, the elements of resistance tensor at
1979 < arbitrary origin $O$ can be written as
1980 < \begin{equation}
1981 < \begin{array}{l}
1982 < \Xi _{}^{tt}  = \sum\limits_i {\sum\limits_j {C_{ij} } } , \\
1983 < \Xi _{}^{tr}  = \Xi _{}^{rt}  = \sum\limits_i {\sum\limits_j {U_i C_{ij} } } , \\
1984 < \Xi _{}^{rr}  =  - \sum\limits_i {\sum\limits_j {U_i C_{ij} } } U_j  \\
1985 < \end{array}
1986 < \label{introEquation:ResistanceTensorArbitraryOrigin}
1987 < \end{equation}
1988 <
1989 < The resistance tensor depends on the origin to which they refer. The
1990 < proper location for applying friction force is the center of
1991 < resistance (reaction), at which the trace of rotational resistance
1992 < tensor, $ \Xi ^{rr}$ reaches minimum. Mathematically, the center of
1993 < resistance is defined as an unique point of the rigid body at which
1994 < the translation-rotation coupling tensor are symmetric,
1995 < \begin{equation}
1996 < \Xi^{tr}  = \left( {\Xi^{tr} } \right)^T
1997 < \label{introEquation:definitionCR}
1998 < \end{equation}
1999 < Form Equation \ref{introEquation:ResistanceTensorArbitraryOrigin},
2000 < we can easily find out that the translational resistance tensor is
2001 < origin independent, while the rotational resistance tensor and
2002 < translation-rotation coupling resistance tensor depend on the
2003 < origin. Given resistance tensor at an arbitrary origin $O$, and a
2004 < vector ,$r_{OP}(x_{OP}, y_{OP}, z_{OP})$, from $O$ to $P$, we can
2005 < obtain the resistance tensor at $P$ by
2006 < \begin{equation}
2007 < \begin{array}{l}
2008 < \Xi _P^{tt}  = \Xi _O^{tt}  \\
2009 < \Xi _P^{tr}  = \Xi _P^{rt}  = \Xi _O^{tr}  - U_{OP} \Xi _O^{tt}  \\
2010 < \Xi _P^{rr}  = \Xi _O^{rr}  - U_{OP} \Xi _O^{tt} U_{OP}  + \Xi _O^{tr} U_{OP}  - U_{OP} \Xi _O^{tr} ^{^T }  \\
2011 < \end{array}
2012 < \label{introEquation:resistanceTensorTransformation}
2013 < \end{equation}
2014 < where
2015 < \[
2016 < U_{OP}  = \left( {\begin{array}{*{20}c}
2017 <   0 & { - z_{OP} } & {y_{OP} }  \\
2018 <   {z_i } & 0 & { - x_{OP} }  \\
2019 <   { - y_{OP} } & {x_{OP} } & 0  \\
2020 < \end{array}} \right)
2021 < \]
2022 < Using Equations \ref{introEquation:definitionCR} and
2023 < \ref{introEquation:resistanceTensorTransformation}, one can locate
2024 < the position of center of resistance,
2025 < \[
2026 < \left( \begin{array}{l}
2027 < x_{OR}  \\
2028 < y_{OR}  \\
2029 < z_{OR}  \\
2030 < \end{array} \right) = \left( {\begin{array}{*{20}c}
2031 <   {(\Xi _O^{rr} )_{yy}  + (\Xi _O^{rr} )_{zz} } & { - (\Xi _O^{rr} )_{xy} } & { - (\Xi _O^{rr} )_{xz} }  \\
2032 <   { - (\Xi _O^{rr} )_{xy} } & {(\Xi _O^{rr} )_{zz}  + (\Xi _O^{rr} )_{xx} } & { - (\Xi _O^{rr} )_{yz} }  \\
2033 <   { - (\Xi _O^{rr} )_{xz} } & { - (\Xi _O^{rr} )_{yz} } & {(\Xi _O^{rr} )_{xx}  + (\Xi _O^{rr} )_{yy} }  \\
2034 < \end{array}} \right)^{ - 1} \left( \begin{array}{l}
2035 < (\Xi _O^{tr} )_{yz}  - (\Xi _O^{tr} )_{zy}  \\
2036 < (\Xi _O^{tr} )_{zx}  - (\Xi _O^{tr} )_{xz}  \\
2037 < (\Xi _O^{tr} )_{xy}  - (\Xi _O^{tr} )_{yx}  \\
2038 < \end{array} \right).
2039 < \]
2040 < where $x_OR$, $y_OR$, $z_OR$ are the components of the vector
2041 < joining center of resistance $R$ and origin $O$.
1664 > which acts as a constraint on the possible ways in which one can
1665 > model the random force and friction kernel.

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