Mode selectivity of dynamically induced conformation in many-body chain-like bead-spring model
Abstract
We consider conformation of a chain consisting of beads connected by stiff springs, where the conformation is determined by the bending angles between the consecutive two springs. A conformation is stabilized or destabilized not only by a given bending potential but also the fast spring motion, and stabilization by the spring motion depends on their excited normal modes. This stabilization mechanism has been named the dynamically induced conformation in a previous work on a three-body system. We extend analyses of the dynamically induced conformation in many-body chain-like bead-spring systems. The normal modes of the springs depend on the conformation, and the simple rule of the dynamical stabilization is that the lowest eigenfrequency mode contributes to the stabilization of the conformation. The high the eigenfrequency is, the more the destabilization emerges. We verify theoretical predictions by performing numerical simulations.
I Introduction
Conformation has a deep relationship to function as found in isomerization. Maintenance of a conformation requires stability, and the stability is usually associated with landscape of the given potential energy function. We however underline that dynamics also contributes to the stability.
A typical example of the dynamical stabilization is the Kapitza pendulum, which is the inverted pendulum under the uniform gravity stephenson-08 ; kapitza-51 . The inverted pendulum is stabilized by applying fast vertical oscillation of the pivot. This highly unintuitive stabilization is applied in a wide variety of fields due to importance of the mechanism bukov-dalessio-polkovnikov-15 ; grifoni-hanggi-96 ; wickenbrock-etal-12 ; chizhevsky-smeu-giacomelli-03 ; chizhevsky-14 ; cubero-etal-06 ; bordet-morfu-13 ; weinberg-14 ; uzuntarla-etal-15 ; buchanan-jameson-oedjoe-62 ; baird-63 ; jameson-66 ; apffel-20 ; bellman-mentsman-meerkov-86 ; shapiro-zinn-97 ; borromeo-marchesoni-07 ; richards-etal-18 .
In the Kapitza pendulum the stabilization is realized by adding fast motion externally. We stress that the fast oscillation is not necessarily external, and an internal fast oscillation can also stabilize a conformation in an autonomous system. Indeed, in a chain-like bead-spring model consisting of beads connected by stiff springs, the straight conformation is stabilized by fast spring motion, whereas the potential energy function contains only the spring energy and does not depend on the bending angles yanagita-konishi-jp .
The above dynamical stabilization in a bead-spring model is firstly observed in numerical simulations, and then theoretically analyzed in the three-body model yamaguchi-etal-22 with the aids of the multiple-scale analysis bender-orszag-99 and the averaging method krylov-bogoliubov-34 ; krylov-bogoliubov-47 ; guckenheimer-holmes-83 . A surprising result is that the stability of a conformation depends on the excited normal modes of the springs. Suppose that the system has the equal masses and the identical springs. The straight (the fully bent) conformation is stabilized (destabilized) by the in-phase mode and is destabilized (stabilized) by the antiphase mode. Here, the in-phase (the antiphase) mode is a normal mode of the springs, and is defined as the two springs expand and contract simultaneously (alternatively). The stabilization is obtained from dynamics of the springs, and the obtained conformation is called the dynamically induced conformation (DIC).
The previous analysis is performed in the three-body model, and several natural questions are induced in many-body systems: Is DIC ubiquitous? How does the stability of a conformation depend on the excited normal modes? Is there a simple rule in the dependence? The aim of this paper is to answer these questions in chain-like bead-spring models.
The present study has another importance in the context of conformational isomerization in flexible molecules. It is experimentally observed in -acetyl-tryptophan methyl amide that population of isomers is modified by exciting vibration in a bond, and the modified population depends on the excited bond dian-longarte-zweier-02 , whereas the Rice-Ramsperger-Kassel-Marcus theory RRKM1 ; RRKM2 ; RRKM3 states that the destination is determined statistically. This mode selectivity may have a deep connection with the mode dependence of DIC.
This paper is organized as follows. The chain-like bead-spring model is introduced in Sec. II with the equations of motion. We extract the equations of motion for the slow bending motion in Sec. III. Assuming absence of the bending potential for observing the simplest case, we theoretically exhibit the excited mode dependence of stability with concentrating on one-dimensional conformations, whose bending angles are or . The theoretical predictions are examined through numerical simulations in Sec. V with applying the Lennard-Jones potential as the bending potential. Finally, Sec. VI is devoted to summary and discussions.
II Model
We consider the -body chain-like bead-spring model on . The model consists of beads connected by springs. The th bead is characterized by the mass , the position , and the velocity , where is the time and are column vectors. See Fig. 1 for a schematic diagram of the system.

II.1 Lagrangian in Cartesian coordinates
The Lagrangian of the system is
(1) |
in the Cartesian coordinates, where
(2) |
The kinetic energy function is
(3) |
The potential energy function consists of the spring potential and the bending potential as
(4) |
where we assume that depends on only the lengths of the springs. When we consider a molecule, the spring potential represents stronger bonds, and the bending potential corresponds to weaker bonds. A chain-like model is expressed by the nearest neighbor interactions in the spring potential as
(5) |
II.2 Lagrangian in internal coordinates
The system described by the Lagrangian (1) has the two-dimensional translational symmetry. To reduce the two degrees of freedom, we introduce internal coordinates as
(6) |
where the superscript T represents transposition. The internal coordinates play an important role to extract coupling between bending motion and spring motion (see Ref. yanao-etal-07 for instance).
The vector contains the lengths of the springs as
(7) |
The Euclidean norm is defined by for .
The angle represents the bending angle between the vectors and , and satisfies
(8) |
where is the Euclidean inner product between and . The last angle variable associates to the total angular momentum. The system has the rotational symmetry and is a cyclic coordinate, but we keep it for later convenience.
Rewriting the kinetic energy in the variables and , and assuming that the total angular momentum is zero, we have the Lagrangian
(9) |
We used the same symbol for the potential energy function to simplify the notation. The function is the element of the matrix . Here represents the set of real square matrices of size . The explicit form of is given in Appendix A. Note that an alphabetic index runs from to , and a Greek index runs from to .
II.3 Euler-Lagrange equations
From now on, we adopt the Einstein notation for the sum: We take the sum over an index if it appears twice in a term. The Euler-Lagrange equation for the variable is expressed as
(10) |
where
(11) |
III Theory
This section provides a general theory to derive the equations of motion which describe the slow bending motion. We introduce two assumptions in Sec. III.1 with a dimensionless small parameter . The small parameter induces expansions of the variables and , where the expansion of follows the multiple-scale analysis. The spring and bending potentials are also expanded in Sec. III.2. The slow bending motion is captured in of the expanded Euler-Lagrange equations as shown in Sec. III.3. To eliminate the fast timescale included in , we perform the averaging over the fast timescale in Sec. III.4. The averaged equations are not closed due to autonomy of the system, and we will overcome this difficulty by introducing a hypothesis in Sec. III.5 and the energy conservation law in Sec. III.6. Finally, we will obtain closed equations for the slow bending motion in Sec. III.7
The theory can be simplified in the chain-like model with the aid of the explicit form of the spring potential (5). However, we develop the theory as general as possible in this section.
III.1 Assumptions and expansions of variables
Let be the natural length vector of the springs, namely solves
(12) |
We introduce the two assumptions with a small parameter :
-
(A1)
The amplitudes of the springs are sufficiently small comparing with the natural lengths. The ratio is of .
-
(A2)
Large bending motion is sufficiently slow than the spring motion. The ratio of the two timescales is of .
We express these assumptions by the expansions of , and as
(13) |
and
(14) |
which is summarized as
(15) |
The two timescales and correspond to the fast spring motion and the slow bending motion, respectively. The vector is constant. We are interested in the large and slow motion of the bending angles described by .
Two remarks are in order. First, the leading order of the expanded equations of motion is of , since the leading order of the velocities and the accelerations is of . Second, the velocities and are of the same order of , and the fastness of motion in the assumption (A2) connotes a short period. Indeed, the distance of a normal mode orbit is of and the period is of , while the distance of the large bending motion is of and the period is of .
III.2 Expansions of the potential function
We also expand the potential functions and into power series of . The expansions of the two functions are performed in different ways, as a result of Eq. (14).
The spring potential function is expanded around as
(16) |
where the element of the matrix is
(17) |
and is assumed to be positive definite.
The bending potential can be also expanded around a stationary point if it exists, but this expansion is not useful since is not necessarily of . We thus expand by its amplitude as
(18) |
It is important to note that and solely depend on with the conditions
(19) |
for satisfying the assumptions (see Appendix B). Integrating them into the spring potential , we may set . The leading order of is hence of , and this ordering is consistent with weaker bonds derived from the bending potential.
III.3 Expansion of the Euler-Lagrange equations
Substituting Eqs. (13), (14), (16), and (18) into Eq. (10), we have the expanded equations of motion order by order of . As remarked in the end of Sec. III.1, the nontrivial equations of motion start from .
III.3.1
The equations of motion in is linear and governed by the springs as
(20) |
where
(21) |
and
(22) |
The symbol represents the zero matrix. The variables to observe do not appear in , and we progress to the next order.
III.3.2
In the equations of motion are
(23) |
where
(24) |
The vector is the first order part of and . The variables appear in and .
III.4 Averaging
The equations (23) depend on the fast timescale through , and we eliminate it by taking the average. The average in the timescale is defined by
(25) |
The averaged equations are
(26) |
where the averaged term is
(27) |
The symbol represents the matrix trace. We used the relation
(28) |
proven by performing the integration by parts.
The averaged term depends on the solution to Eq. (20), which is obtained by diagonalizing the matrix as
(29) |
is a diagonalizing matrix, and the diagonal matrix contains the eigenvalues of :
(30) |
where the symbol represents the set of real diagonal matrices. The zeroeigenvalues come from the fact in general. We assume that the corresponding amplitudes of are zero. Since the average of the square of a sinusoidal function is , we have in general
(31) |
where
(32) |
The matrix contains the nontrivial amplitudes , which evolve in the slow timescale through coupling with , while the initial phases of are eliminated by the average.
III.5 Hypothesis
We stress that Eq. (26) is not closed, because the averaged term (33) depends on , which nontrivially evolves in the timescale . We have to eliminate the nontrivial amplitudes . To this end, we introduce the hypothesis yamaguchi-etal-22 inspired from the adiabatic invariance:
(35) |
This hypothesis supposes that the normal mode energy ratios are constant of time, and reduces the number of unknown variables from to one, although the averaged term depends on the constants . We arrange the constants in the matrix
(36) |
and the amplitude matrix is simplified to
(37) |
The averaged term is then modified to
(38) |
We remark that the numbering of the normal modes is important in the application of the hypothesis, since the eigenvalues of depend on the bending angles . In , the two springs expand and contract simultaneously (alternatively) in the in-phase mode (the antiphase mode), which has the energy ratio (). Adopting and , the hypothesis (35) is approximately verified for any value of yamaguchi-etal-22 .
However, the global numbering is not trivial in general, because two eigenvalues of may cross by varying as shown in Fig. 2. Nevertheless, the hypothesis is approximately valid when the bending motion is not large, since the system is close to the integrable system, Eq. (20), and the mode numbers can be identified in a local region of . Consequently, the hypothesis is useful to study stationarity and stability of a conformation. From now on, we locally number the modes in the ascending order of the eigenvalues (see Fig. 2) unless there otherwise stated.

III.6 Energy conservation
The last unknown variable is eliminated by the energy conservation. Expanding energy as , the leading term is written as
(39) |
Taking the average, we have
(40) |
by the relations (28) and (31). In the right-hand side of Eq. (40), the first line represents the bending energy, and the second line the spring energy.
The hypothesis (36) gives the equality
(41) |
where we denoted by for simplicity. Substituting Eq. (41) into Eq. (38), we have the averaged term as
(42) |
where are
(43) |
We can show that
(44) |
See Appendix C. We remark that in the inside traces of the size of the matrices can be reduced from to as derived in Appendix C.
III.7 Final result
Substituting Eq. (42) into Eq. (26), we have
(45) |
for . The final result for the bending variables is
(46) |
for . The functions and are
(47) |
and
(48) |
Here, we decomposed the matrix into four square submatrices of the size as
(49) |
See Eq. (86) for explicit forms of the submatrices. The functions
(50) |
are introduced to renumber for avoiding zerocomponents shown in Eq. (44). It is worth noting that the spring potential is included in the final equations of motion (46) up to the second order, namely only through the matrix .
IV Dynamically induced stability
The equations (46) are rewritten as
(51) |
which describe dynamics on the dimensional space of
(52) |
where . It is clear that
(53) |
Stability of a stationary point is hence determined by the Jacobian of the vector field , which depends on the averaged terms and the bending potential .
In this section we concentrate on
(54) |
to clarify the dynamically induced stability by the averaged terms . According to Eq. (48), is an overall factor of the function when the bending potential is absent, and stability does not depend on . We come back to the chain-like system
(55) |
Further, we restrict ourselves to the uniform setting
(56) |
and to the one-dimensional conformations introduced in Sec. IV.1.
IV.1 One-dimensional conformations
We introduce the one-dimensional conformations whose set is denoted by
(57) |
A conformation in is stationary as proven in Appendix D. Appearance of the bending potential forbids in general to avoid collision between beads, but we accept in this section to discuss the simplest case. Later we will perform numerical simulations under appearance of a bending potential which forbids .
A conformation in is symbolized by a sequence of and : represents the straight joint (), and the fully bent joint (). The conformation symbol is denoted by . We identify two symmetric conformations like and , because each of which is mapped to the other by changing the starting end of the chain. All the possible one-dimensional conformations for are illustrated in Fig. 3 with their conformation symbols.

IV.2 Stability
Let the point be stationary. Stability of this stationary point is obtained from the eigenvalues of the Jacobian matrix for Eq. (51),
(58) |
where
(59) |
is the Jacobian matrix of the vector field . We do not take the derivatives with respect to the variables , because Eq. (51) includes only the constant lengths .
Let us assume that the matrix is diagonalizable and has the eigenvalues . One eigenvalue, denoted by , should be zero from the rotational symmetry, and we remove it from the stability criterion. The nontrivial eigenvalues of are . See Appendix E for a proof and Fig. 4 for a schematic explanation of the relation between the eigenvalues of and .

An eigenvalue is called a stable eigenvalue if , and a zeroeigenvalue if , and an unstable eigenvalue if . The conformation represented by is (neutrally) stable holm-etal-85 if and only if there is no unstable eigenvalue.
IV.3 Mode selectivity of dynamical stabilization
We first excite only one normal mode of the springs: All the diagonal elements of are zero except for one element. Stability of the one-dimensional conformations is summarized in Table 1 with dependency on the excited normal mode, where the normal modes are numbered in the ascending order of the eigenfrequencies around the considering conformation, as mentioned after Eq. (35). Stability is symbolized by S, Z, and U, and the number after S (Z, U) represents the number of the stable (zero, unstable) eigenvalues of , whose sum is . The symbol is omitted if the number of corresponding eigenvalues is zero. For instance, the symbol S2U1 represents that the conformation has stable eigenvalues and unstable eigenvalue, and the conformation is unstable.
Conformation | Stability / Square of eigenfrequency | |||||
---|---|---|---|---|---|---|
Mode- | Mode- | Mode- | Mode- | Mode- | ||
S1 / 1 | U1 / 3 | |||||
S2 / 0.585786 | Z2 / 2 | U2 / 3.41421 | ||||
S3 / 0.381966 | S2U1 / 1.38197 | S1U2 / 2.61803 | U3 / 3.61803 | |||
S4 / 0.267949 | S2Z2 / 1 | Z4 / 2 | Z2U2 / 3 | U4 / 3.73205 | ||
The -dimensional eigenvector of a normal mode is characterized by a sequence of , and . The symbol represents that the corresponding spring is longer than (equal to, shorter than) the natural length. That is, for , the eigenmode implies that the two springs are initially longer than the natural length and the mode is the in-phase mode. Similarly, the eigenmode represents the antiphase mode. We denote the eigenmode symbol by .
We have two observations in Table 1. First, each conformation is stabilized by the lowest eigenfrequency mode of the springs. The number of unstable directions increases as the eigenfrequency gets larger. Second, the stabilizing eigenmode is obtained by pulling the left (right) end of the chain to the left (right) as illustrated in Fig. 3.
Stability analysis can be extended to mixed modes. Analyses for and suggest that the dynamical stabilization is ubiquitous in a larger system having multimode excitation. Indeed, the dynamical stabilization is realized with an approximate probability of up to , whereas higher eigenfrequency modes contribute to destabilization. See Appendix F.
V Numerical tests
We demonstrate dynamical stabilization and destabilization through numerical simulations of the system under the uniform setting (56) with
(60) |
We use the Hamiltonian written in the Cartesian coordinate to use an explicit fourth-order symplectic integrator yoshida-90 with the time step . The Hamiltonian associated with the Lagrangian (1) is
(61) |
and the canonical equations of motion are
(62) |
V.1 System setting
The theory includes the spring potential up to the quadratic order, and we use the linear springs. The spring potential is defined in Eq.(5), and each spring is
(63) |
The bending potential is
(64) |
and is the Lennard-Jones potential
(65) |
The parameter is of , namely
(66) |
to satisfy . We fix and as
(67) |
We may expect that the main contribution to the bending energy comes from pairs of second nearest beads, since the Lennard-Jones potential does not depend on the bending angles for a pair of nearest beads. For a second nearest pair with the bending angle , the second-order Lennard-Jones potential is
(68) |
It takes the minimum value at , where
(69) |
See Fig. 5.

It is worth noting that for we can construct the effective potential yamaguchi-etal-22 , which is useful to understand stability of a conformation graphically. Examples are exhibited in Appendix G.
V.2 Initial conditions
The initial positions are given in the following three steps. First, we select a reference conformation from and put all the beads on the -axis. Second, we replace the bending angle with to avoid collision of beads. The possible initial conformations for are illustrated in Fig. 6. Third, we modify the lengths of the springs from the natural length to , where is determined so as to excite normal modes in a desired manner approximately. Precise settings of the initial positions are described in Appendix H.

The initial values of the momenta are set as follows. For the -direction, the initial values of the momenta are zero. For the -direction, they are randomly drawn from the uniform distribution on the interval as perturbation to observe stability of the given conformation.
V.3 Dynamical stabilization and destabilization
We examine dynamical stabilization of high energy conformations. The first example is the straight conformation, which is illustrated in Fig. 6(a). Temporal evolution of is exhibited in Fig. 7 by exciting the mode- (the stabilization mode) and varying the amplitude of the mode. For the bending angles oscillate between the two points . However, for which provides larger , the straight conformation is stabilized and the bending angles stay around . This observation is consistent with the expression of (48), because larger enhances contribution from the averaged term .

The stabilization by the mode- is also realized for partially straight conformations. For temporal evolution of are reported in Fig. 8 for conformations symbolized by [Fig. 6(b)] and [Fig. 6(d)]. The bending angles stay around the initial values.

Finally, we demonstrate destabilization of the bent conformation [Fig. 6(f)], which is stable if dynamical instability does not kick in. The destabilization is realized by the mode- for instance as shown in Fig. 9(a), which is consistent with Table 1, although larger spring energy is necessary to destabilize the bent conformation. We stress that the destabilization is not induced only by largeness of energy, because the bent conformation is not destabilized by the mode- as shown in Fig. 9(b), while the values of energy are almost equal between the two cases.

VI Summary
We have studied the dynamically induced conformation (DIC) in -body chain-like bead-spring models. We have extended a theory, which is developed for in a previous work yamaguchi-etal-22 , to a general . The theory predicts that the dynamical stability depends on the excited normal modes of the springs and on the value of energy.
As the simplest case we have studied a system without the bending potential to clearly exhibit dynamical effects. Concentrating on the so-called one-dimensional conformations, which are stationary, We have investigated the mode dependent stability up to under the condition of the equal masses and the identical springs. A simple rule of the mode dependency has been discovered: A conformation is stabilized by exciting the lowest eigenfrequency mode, and destabilization emerges as the eigenfrequency of the exited pure normal mode becomes higher.
We stress that DIC is ubiquitous. The theory is also applicable for mixed modes, and the stabilization of a conformation is realized with an approximate probability of up to , when we randomly choose a mixed mode. The probability is notable, because, among four normal modes in , only one mode contributes to the stabilization and the other three modes contribute to the destabilization. Moreover, the uniform setting of the equal masses and the identical springs is not essential for DIC yamaguchi-etal-22 .
The stabilization and destabilization of conformations have been demonstrated numerically in a system having the bending potential consisting of the Lennard-Jones potentials for each pair of beads. As the theory predicts, any conformation can be stabilized by exciting the lowest eigenfrequency mode which depends on the conformation, whereas a straight joint corresponds to the local maximum of a Lennard-Jones potential. Destabilization of the fully bend conformation, which corresponds to a local minimum point of the bending potential, has been also demonstrated by exciting a higher eigenfrequency mode.
We note that excitation of a normal mode is a nonequilibrium phenomenon, because the law of equipartition of energy holds among the normal modes in thermal equilibrium. Nevertheless, separation of the two timescales suggests that importance of DIC survives in a long time by the Boltzmann-Jeans conjecture boltzmann-95 ; jeans-03 ; jeans-05 ; landau-teller-36 ; benettin-galgani-giorgilli-89 ; baldin-benettin-91 . An important message of DIC is that the conformation is not determined by the bending potential only, and we have to input the dynamical (de)stabilization. This message sheds light on a new aspect of conformation and conformation change.
Acknowledgements.
The author thanks T. Yanagita, T. Konishi, and M. Toda for valuable discussions. The author acknowledges the support of JSPS KAKENHI Grant Numbers 16K05472 and 21K03402.Appendix A Lagrangian in the internal coordinates
We rewrite the Lagrangian Eq. (1) into the internal coordinates through three changes of variables. We mainly consider modifications of the kinetic energy
(70) |
where
(71) |
and the symbol represents the set of the real diagonal matrices of size .
The first change of variables is
(72) |
where the matrix is
(73) |
and
(74) |
In the new variables , the kinetic energy is
(75) |
The symmetric constant matrix is defined by
(76) |
where the superscript T represents transposition of the inverse matrix and is the zero column vector. The variable is a cyclic coordinate corresponding to the total momentum conservation due to the translational symmetry. We set the total momentum as zero, and we drop the last term of the right-hand side of Eq. (75).
The second change of variables introduce the polar coordinates. Denoting , we introduce and by
(77) |
In the vector form, the polar coordinates are expressed by
(78) |
where and are the unit vectors of the radial and the angle directions, respectively. The polar coordinates rewrite the spring potential as , and the kinetic energy as
(79) |
The diagonal matrix is defined by
(80) |
The symmetric matrix and the antisymmetric matrix are defined by
(81) |
The third change of variables introduces the bending angles as
(82) |
where the constant matrix is
(83) |
The bending angles are from to , and we added an additional angle for later convenience. Performing the change of variables of Eq. (82), the kinetic energy is modified to
(84) |
where the matrix is
(85) |
and the size- submatrices are defined by
(86) |
The elements of the matrices are written respectively as
(87) |
where
(88) |
The variable does not appear in .
After the three changes of variables, we obtain the Lagrangian in the internal coordinates as Eq. (9). The variable is a cyclic coordinate corresponding to the rotational symmetry. We keep it for later convenience of computations.
Appendix B Ordering of the bending potential
Since , the zeroth order equations of motion are
(89) |
which implies
(90) |
Remembering , we conclude that has no dependence and satisfies
(91) |
We can put as a part of the spring potential and neglect it. The included modifies the matrix in .
The first order force is
(92) |
This force is constant in the fast timescale . The first order equations of motion are
(93) |
Focusing on the second line of the second term in the left-hand side, we find no restoring force in . Therefore, if the gradient of at is not zero, secular terms are yielded and they break the perturbation expansion (14). Therefore, depends on only, and satisfies
(94) |
As discussed in , is also put in the spring potential and modifies in .
Consequently, the leading order term depending on is . The slow motion of is hence determined by the second-order bending potential, which is the same order as the dynamical effects associated with the averaged term .
Appendix C Simplifications
We can simplify expressions of the term and the spring energy, which help to analyze stability of a stationary state. The idea is to decompose a size- matrix into four half-size submatrices.
C.1 Decomposition of matrices
We consider the eigenvalue problem
(95) |
where . The inverse matrix is obtained as
(96) |
where
(97) |
See Appendix A for the definitions of the matrices , and . Note that in general and that is symmetric.
The decomposition of gives
(98) |
The diagonal matrix and a diagonalizing matrix are also decomposed as
(99) |
and
(100) |
where all the submatrices are of size- and is the unit matrix. The submatrix solves the eigenvalue problem
(101) |
and the submatrix is determined from as
(102) |
We further decompose the diagonal matrix as
(103) |
C.2 Simplification of the spring energy
The averaged spring energy is
(104) |
The matrices of the inside trace are reduced from size to size . This expression is modified to
(105) |
in the use of the hypothesis (36).
C.3 Simplification of the averaged terms
Substituting the decomposition of the matrices , and into Eq. (33) and computing straightforwardly, we have
(106) |
In the way we used the relation
(107) |
Similarly, the function is also simplified to
(108) |
where
(109) |
The expressions (106) and (108) prove respectively
(110) |
and
(111) |
since the matrix does not depend on .
C.4 Further simplifications
The average spring energy and the denominator of are further simplified by choosing a special diagonalizing matrix , where the matrix satisfies the eigenvalue problem (101). The symmetric matrix is positive definite, and hence we can define the real symmetric matrix . Introducing the matrix as
(112) |
the eigenvalue problem is rewritten to
(113) |
The matrix is real symmetric, and hence we can choose , where is the set of the orthogonal matrices of size . Using , we have
(114) |
This equality simplifies the averaged spring energy to
(115) |
Energy of the mode is accordingly. The denominator of becomes
(116) |
Appendix D Stationarity and stability of one-dimensional conformations
We first note that
(120) |
because all the elements depend on in and , and for a conformation belonging to . This fact implies that
(121) |
and
(122) |
for . Thus, we have for from Eq. (48).
Similarly, the Jacobian matrix is simplified as
(123) |
where
(124) |
We remark that each of is a size- matrix. Further, the matrix is also simplified to
(125) |
and the matrices and are obtained from the eigenvalue problem
(126) |
Note that we can choose from .
Appendix E Eigenvalues of the linearized equations
We consider the eigensystem of the matrix
(127) |
where all the submatrices are of size-. We assume that is diagonalizable. Suppose that the eigenvalues of are real, nonzero, and denoted by . The associated eigenvectors are satisfying
(128) |
It is straightforward to show that the matrix has the eigenvalues and the associated eigenvectors defined by
(129) |
Appendix F Dynamical stability of one-dimensional conformations by mixed modes

We study stability of a one-dimensional conformation with exciting multiple modes under the condition of the equal masses and the identical springs expressed in Eq. (56). The normal mode energy ratios are set as
(130) |
and the number of the free parameters is . We compute dependence of the stable probability with which a considering one-dimensional conformation is stabilized.
A necessary and sufficient condition of the stability for is
(131) |
for the conformations (straight) and (bent). The condition implies that the probability is
(132) |
This stable probability for the two conformations is not a contradiction, because multi-stability of the two conformations is realized in the interval
(133) |
The condition of Eq. (131) is in agreement with the conclusion reported previously yamaguchi-etal-22 . The agreement suggests that stability can be obtained by the current theory, although it does not reduce the rotational symmetry while the previous theory does.
For , we performed numerical computations of stability at the lattice points on the parameter plane , where is determined from Eq. (130). The stable and the unstable regions are reported in Fig. 10, and we have the straight line boundary. The critical value on the line is in the interval , and the stable probability is
(134) |
The stability check on the lattice points is also performed on the parameter space for . Among all the researched points of , the six conformations are stable at points. Thus, the stable probability is
(135) |
The probabilities , and suggest that dynamical stability is important even if the system size is large and multiple modes are excited.
Appendix G Effective potential for
For , the number of the bending angles is two, and the second bending angle is not essential, since it is a cyclic coordinate associating with the total angular momentum. Reducing , we can construct the effective potential, which describes the slow bending motion of . For simplicity, we denote by . The construction is performed in three steps.
First, instead of defined in the ascending order of the eigenfrequencies (see the main text), we use , where () represents the in-phase (antiphase) mode energy ratio. This change of helps to construct the global effective potential.
Second, we consider the bending potential consisting of the interaction between the first and the third beads only. We set , and the second-order Lennard-Jones potential is given in Eq. (68). We set , and . The graph of is reported in Figs. (5) and 11(a).
Third, we construct the effective potential following the previous result yamaguchi-etal-22 . The bending motion is described by the effective Lagrangian
(136) |
The effective mass is
(137) |
and the effective potential is
(138) |
The functions and are defined by
(139) |
and
(140) |
where
(141) |
and
(142) |
We can see that the effective potential depends on the bending potential , the mode energy distribution , and energy . Examples of the effective potential are exhibited in Fig. 11 for three pairs of with varying . Excitation of the in-phase mode stabilizes the straight conformation (), and the antiphase mode enhances the stability around the minimum points of the Lennard-Jones potential as increases.

Appendix H Initial positions of the beads
We start from a one-dimensional conformation symbolized by . An initial position with the bending potential is prepared by replacing the bending angle with , where is a bottom position of the Lennard-Jones potential [see Eq. (69) and Fig. 5], and by approximately exciting normal modes of the one-dimensional conformation .
To describe the initial positions of the beads, we introduce the direction vectors , where
(143) |
We define as
(144) |
where is the rotation matrix of the angle ,
(145) |
The angles are determined as
(146) |
which replace the bending angle with . Let us denote the initial length of the th spring by , which is determined later. The initial position of the th bead is
(147) |
and
(148) |
The lengths of the springs are decided to excite normal modes in a desired manner approximately. As discussed in Appendix C.4, the matrix can be constructed as , where solves the eigenvalue problem (113). For simplicity, we use defined for the one-dimensional conformation . Since the th column vector of represents the th normal mode of the springs of the one-dimensional conformation , we create the vector
(149) |
The lengths of the springs are determined as
(150) |
References
- (1) A. Stephenson, XX. On induced stability, The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science 15, 233 (1908).
- (2) P. L. Kapitza, Dynamic stability of a pendulum when its point of suspension vibrates, Soviet Phys. JETP 21, 588 (1951); Collected papers of P. L. Kapitza, Vol.2, pp.714–737 (1965).
- (3) M. Bukov, L. D’Alessio, and A. Polkovnikov, Universal high-frequency behavior of periodically driven systems: from dynamical stabilization to Floquet engineering, Advances in Physics 64, 139 (2015).
- (4) M. Grifoni and P. Hänggi, Coherent and incoherent quantum stochastic resonance, Phys. Rev. Lett. 76, 1611 (1996).
- (5) A. Wickenbrock, P. C. Holz, N. A. Abdul Wahab, P. Phoonthong, D. Cubero, and F. Renzoni, Vibrational mechanics in an optical lattice: Controlling transport via potential renormalization, Phys. Rev. Lett. 108, 020603 (2012).
- (6) V. N. Chizhevsky, E. Smeu, and G. Giacomelli, Experimental evidence of “vibrational resonance” in an optical system, Phys. Rev. Lett. 91, 220602 (2003).
- (7) V. N. Chizhevsky, Experimental evidence of vibrational resonance in a multistable system, Phys. Rev. E 89, 062914 (2014).
- (8) D. Cubero, J. P. Baltanas, and J. Casado-Pascual, High-frequency effects in the Fitzhugh-Nagumo neuron model, Phys. Rev. E 73, 061102 (2006).
- (9) M. Bordet and S. Morfu, Experimental and numerical study of noise effects in a FitzHugh–Nagumo system driven by a biharmonic signal, Chaos, Solitons & Fractals 54, 82 (2013).
- (10) S. H. Weinberg, High frequency stimulation of cardiac myocytes: A theoretical and computational study, Chaos 24, 043104 (2014).
- (11) M. Uzuntarla, E. Yilmaz, A. Wagemakers, and M. Ozer, Vibrational resonance in a heterogeneous scale free network of neurons, Commun. Nonlinear Sci. Numer. Simulat. 22, 367 (2015).
- (12) R. H. Buchanan, G. Jameson, and D. Oedjoe, Cyclic migration of bubbles in vertically vibrating liquid columns, Ind. Eng. Chem. Fund. 1, 82 (1962).
- (13) M. H. I. Baird, Resonant bubbles in a vertically vibrating liquid column, Can. J. Chem. Eng. 41, 52 (1963).
- (14) G. J. Jameson, The motion of a bubble in a vertically oscillating viscous liquid, Chem. Eng. Sci. 21, 35 (1966).
- (15) B. Apffel, F. Novkoski, A. Eddi, and E. Fort, Floating under a levitating liquid, Nature 585, 48 (2020).
- (16) R. E. Bellman, J. Bentsman, and S. M. Meerkov, Vibrational control of nonlinear systems, IEEE Trans. Automat. Contr. 31, 710 (1986).
- (17) B. Shapiro and B. T. Zinn, High-frequency nonlinear vibrational control, IEEE Trans. Automat. Contr. 42, 83 (1997).
- (18) M. Borromeo and F. Marchesoni, Artificial sieves for quasimassless particles, Phys. Rev. Lett. 99, 150605 (2007).
- (19) C. J. Richards, T. J. Smart, P. H. Jones, and D. Cubero, A microscopic Kapitza pendulum, Scientific Reports 8, 13107 (2018).
- (20) T. Yanagita and T. Konishi, Numerical analysis of new oscillatory mode of bead-spring model, Journal of JSCE A2 75, I_125 (2019) (in Japanese).
- (21) Y. Y. Yamaguchi, T. Yanagita, T. Konishi, and M. Toda, Dynamically induced conformation depending on excited normal modes of fast oscillation, Phys. Rev. E 105, 064201 (2022).
- (22) C. M. Bender and S. A. Orszag, Advanced Mathematical Methods for Scientists and Engineers I: Asymptotic Methods and Perturbation Theory (Springer, 1999).
- (23) N. M. Krylov and N. N. Bogoliubov, New Methods of Nonlinear Mechanics in their Application to the Investigation of the Operation of Electronic Generators. I (United Scientific and Technical Press, Moscow, 1934).
- (24) N. M. Krylov and N. N. Bogoliubov, Introduction to Nonlinear Mechanics (Princeton University Press, Princeton, 1947).
- (25) J. Guckenheimer and P. Holmes, Nonlinear Oscillations, Dynamical Systems, and Bifurcations of Vectgor Fields (Springer-Verlag, New York, 1983).
- (26) B. C. Dian, A. Longarte, T. S. Zwier, Conformational dynamics in a dipeptide after single-mode vibrational excitation, Nature 296, 2369 (2002).
- (27) O. K. Rice and H. C. Ramsperger, Theories of unimolecular gas reactions at low pressures, J. Am. Chem. Soc. 49, 1617 (1927).
- (28) L. S. Kassel, Studies in homogeneous gas reactions I, J. Phys. Chem. 32 225 (1928).
- (29) R. A. Marcus, Unimolecular dissociations and free radical recombination reactions, J. Chem. Phys. 20, 359 (1952).
- (30) T. Yanao, W. S. Koon, J. E. Marsden, and I. G. Kevrekidis, Gyration-radius dynamics in structural transitions of atomic clusters, J. Chem. Phys. 126, 124102 (2007).
- (31) H. Yoshida, Construction of higher order symlectic integrators, Phys. Lett. A 190, 262 (1990).
- (32) D. D. Holm, J. E. Marsden, T. Ratiu, and A. Weinstein, Nonlinear stability of fluid and plasma equilibria, Phys. Rep. 123, 1 (1985).
- (33) L. Boltzmann, On certain questions of the theory of gases, Nature 51, 413 (1895).
- (34) J. H. Jeans, On the vibrations set up in molecules by collisions, Philos. Mag. 6, 279 (1903).
- (35) J. H. Jeans, XI. On the partition of energy between matter and aether, Philos. Mag. 10, 91 (1905).
- (36) L. Landau and E. Teller, On the theory of sound dispersion, Physik. Z. Sowjetaunion 10, 34 (1936), in Collected Papers of L. D. Landau, edited by D. Ter Haar (Pergamon Press, Oxford, 1965), pp. 147–153.
- (37) G. Benettin, L. Galgani, and A. Giorgilli, Realization of holonomic constraints and freezing of high-frequency degrees of freedom in the light of classical perturbation-theory. Part II, Commun. Math. Phys. 121, 557 (1989).
- (38) O. Baldan and G. Benettin, Classical “freezing” of fast rotations. A numerical test of the Boltzmann-Jeans conjecture, J. Stat. Phys. 62, 201 (1991).