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1.
研究了Van der Pol-Duffing振子在谐和与随机噪声联合激励下的参数主共振响应和稳定性问题。用多尺度法分离了系统的快变项,并求出了系统的最大Liapunov指数和稳态概率密度函数,还分析了失稳、分 叉和跳跃现象,讨论了系统的阻尼项、非线性项、随机项和确定性参激强度等参数对系统响应的影响。数值模拟表明所提出的方法是有效的。  相似文献   

2.
对于一类三维中心流形上受有界噪声参激的余维2分岔系统,计算了它的矩Liapunov指数.根据随机动力系统理论,首先建立了系统矩Liapunov指数求解的特征值问题,然后由奇异摄动法,得到了弱噪声展开的矩Liapunov指数的二阶渐近解析表达式和数值结果.接着进一步研究了有界噪声和系统参数对矩Liapunov指数和稳定指标的影响.结果表明:系统的随机稳定性有被有界噪声加强的可能性.  相似文献   

3.
研究了随机参激作用下一个非线性碰撞振动系统的随机响应.基于Krylov-Bogoliubov平均法,借助第一类改进的Bessel函数,得到了决定平凡解的几乎确定稳定性的最大Lyapunov指数.模拟结果发现,碰撞振动系统的最大Lyapunov指数特性不同于一般的非碰撞系统,其最小值为负.同时,在确定性情形下,得到了骨架曲线方程和不稳定区域的临界方程.进一步,利用矩方法,讨论了系统的一阶和二阶非平凡稳态矩,发现了碰撞振动系统中有频率岛现象的存在.最后,借助FokkerPlanck-Kolmogorov方程,利用有限差分法,讨论了碰撞振动系统中存在的随机跳现象.在随机强度较小时,稳态概率密度集中于响应振幅的非平凡分支;但是随着随机强度的增加,平凡稳态解的概率会变大.  相似文献   

4.
基于正交多项式逼近理论,研究了在不同随机参数作用下参激双势阱Duffing系统的随机动力学行为.首先,借助Poincaré(庞加莱)截面分析系统的复杂动力学行为;其次,分别针对系统非线性项系数和阻尼项系数为随机参数的情况,运用正交多项式逼近法,将随机参数Duffing系统转化为与之等价的确定性扩阶系统,并证明其有效性;最后,运用等价确定性扩阶系统的集合平均响应,揭示随机系统的动力学特性,以及随机变量强度变化对系统产生的影响.数值结果表明,对于多吸引子共存情形,参激双势阱Duffing系统在随机非线性项系数影响下,其动力学行为较为稳定,共存吸引子与确定性情形保持一致;而当阻尼系数为随机参数时,随着随机变量强度的增加,部分共存吸引子将发生分岔现象.  相似文献   

5.
基于奇异谱分析对信号的自适应滤波特性,提出了一种降低混沌信号噪声的算法,这个算法首先求得信号的各阶经验正交函数(EOF)和主分量(PC),然后用经验正交函数和主分量重构信号,根据重构信号的奇异谱选择最优的重构阶次以获得降噪后的信号.在计算动力系统最大Liapunov指数时,由于噪声的存在会降低计算的精度,因此将提出的降噪算法应用于最大Liapunov指数的计算中.通过对Henon映射和Logistic映射这两个典型混沌系统最大Liapunov指数的计算,结果表明该算法能有效提高最大Liapunov指数计算的精度.  相似文献   

6.
讨论连续的混沌动力系统之间的广义同步.利用Liapunov稳定性理论,通过构造适当的耦合项,得到了一个关于驱动响应系统广义同步的充分条件.并通过对两个例子的数字模拟,说明了充分条件的有效性.  相似文献   

7.
窄带随机噪声作用下非线性系统的响应   总被引:2,自引:0,他引:2  
研究了Duffing振子在窄带随机噪声激励下的主共振响应和稳定性问题.用多尺度法分离了系统的快变项,讨论了系统的阻尼项、随机项等对系统响应的影响.在一定条件下,系统具有两个均方响应值.数值模拟表明方法是有效的.  相似文献   

8.
对于三维中心流形上实噪声参激的一类余维2分叉系统,为使模型更具有一般性,取系统的参激实噪声为一线性滤波系统的输出-零均值的平稳高斯扩散过程,满足细致平衡条件.并在此基础上首次使用Arnold的渐近方法以及Fokker-Planck算子的特征谱展式,求解不变测度以及最大的Lyapunov指数的渐近展式.  相似文献   

9.
对于三维中心流形上实噪声参激的一类余维2分叉系统,为使模型更具有一般性,取系统的参激实噪声为一线性滤波系统的输出_零均值的平稳高斯扩散过程,满足细致平衡条件· 并在此基础上首次使用Arnold的渐近方法以及Fokker_Planck算子的特征谱展式,求解不变测度以及最大的Lyapunov指数的渐近展式·  相似文献   

10.
对于三维中心流形上实噪声参激的一类余维2分叉系统,为使模型更具有一般性,取系统的参激实噪声为一线性滤波系统的输出-零均值的平稳高斯扩散过程,并满足细致平衡条件.并在此基础上首次使用Arnold的渐近方法以及Fokker-Planck算子的特征谱展式,求解不变测度以及最大的Lyapunov指数的emax的渐近展式.  相似文献   

11.
This paper investigates the variability of dynamic responses of a beam resting on an elastic foundation, which is subjected to a vehicle with uncertain parameters, such as random mass, stiffness, damping of the vehicle and random fields of mass density, and the elastic modulus of the beam and stiffness of elastic foundation. The vehicle is modeled as a two-degree-of-freedom spring-damper-mass system. The equations of motion of the beam was constructed using a finite element method. The mass and elastic properties of the beam, and the stiffness of foundation are assumed to be Gaussian random fields and were simulated by the spectral represent method. Masses, stiffness of the spring, and the damping coefficient of the vehicle are assumed as Gaussian random variables. The numerical analyses were performed using the finite element method (FEM) in conjunction with the Monte Carlo simulation (MCS). The variability of dynamic responses of the beam were investigated with various cases of random parameters. For each sample, the equations of motions were solved with the Wilson-q integral method to find dynamic responses. The influence of random system parameters and their correlation on the response variability is discussed in detail.  相似文献   

12.
针对随机激励环境,同时引入刚度和阻尼非线性来提高隔振系统的隔振性能.刚度和阻尼非线性分别是由水平弹簧和水平阻尼的几何布置获得.通过求解Fokker-Planck-Kolmogorov(FPK)方程等效非线性随机振动方程来研究非线性隔振系统在随机激励下的隔振性能,并使用路径积分和Monte-Carlo数值方法进行验证.在此基础上研究刚度非线性和阻尼非线性对隔振系统在随机激励下力传递率及其概率分布的影响.研究表明随着噪声强度的增加,非线性阻尼抑制振动的能力增强,但是在较小的随机激励下线性阻尼优于非线性阻尼.  相似文献   

13.
Vibration damping for slender beams is achieved by applying devices at external points. The latter consist of general single visco-elastic springpot elements. An approximate nonlinear boundary value problem is found in frequency domain that holds for moderately large vibrations or for linear beams with external nonlinear devices, both in the vicinity of primary resonances. The interaction force of a so-called springpot element is expressed as a sum of two separate forces: the first develops due to the external loading function at the device location, and the second contribution arises due to an imposed time-harmonic support excitation with no other external forces acting on the structure. Finally the nonlinear frequency response function follows from a (nonlinear) algebraic equation where the influence of the springpot element appears as isolated parameter. (© 2011 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)  相似文献   

14.
用非线性Rayleigh阻尼公式描述初始破裂时有激发而加速,至一定高速时有衰减而止裂。视介质为匀质各向同性的Voigt线性粘弹性体,用小参数摄动法把滑开型(Ⅱ型)破裂定义的非线性偏微分方程组线性化,得出各次逼近解所定义的线性方程组,再用动坐标表示的广义Fourier级数把问题简化为非齐次的Mathieu方程,用WKBJ法给出问题在稳定区域的渐近解。  相似文献   

15.
In order to investigate the effects of random perturbation of a low-frequency excitation caused by torque fluctuations, gear damping ratio, gear backlash, meshing frequency and meshing stiffness, the random dynamic model of a single pair of three-degree-of-freedom spur gear transmission system is established. With gear meshing frequency changing, the dynamic characteristics of the gear transmission system were analyzed by bifurcation diagram, phase diagram, time course diagram and Poincaré map of the system. The effects of random perturbation caused by a low-frequency excitation caused by torque fluctuations, gear damping ratio, gear backlash, meshing frequency and meshing stiffness were comparative analyzed. Numerical simulation shows that the gear transmission system with nonlinear clearance exists rich period-doubling bifurcation phenomenon. With the increasing of the gear meshing frequency, gear transmission system will be from the chaotic motion to periodic motion by inverse period-doubling bifurcation. The effect of the meshing frequency random perturbation on the gear transmission system movement is largest. On the contrary, the effect of the meshing stiffness random perturbation on the system is minimum.  相似文献   

16.
This paper is devoted to the study of the asymptotic dynamics of the stochastic damped sine-Gordon equation with homogeneous Neumann boundary condition. It is shown that for any positive damping and diffusion coefficients, the equation possesses a random attractor, and when the damping and diffusion coefficients are sufficiently large, the random attractor is a one-dimensional random horizontal curve regardless of the strength of noise. Hence its dynamics is not chaotic. It is also shown that the equation has a rotation number provided that the damping and diffusion coefficients are sufficiently large, which implies that the solutions tend to oscillate with the same frequency eventually and the so-called frequency locking is successful.  相似文献   

17.
以南京第四长江大桥扁平箱梁为研究对象,通过节段模型自由振动风洞试验详细测试了模型在不同风攻角下的颤振响应,探讨了系统非稳态及稳态临界振幅随风速的演化规律.首先,基于颤振响应振幅包络,结合Hilbert变换,识别了系统振幅依存的模态阻尼,并初步阐释了颤振形态随风攻角转变的机理.其次,提取了系统在不同风攻角下的模态参数,基于双模态耦合闭合解法,识别了断面在不同风攻角下的非线性颤振导数,研究了关键颤振导数振幅依存性随风攻角变化的规律及对断面颤振形态和特性的潜在影响.最后,通过逐项拆解模态阻尼,深入剖析了风攻角对非耦合及耦合气动阻尼的影响,并阐明了分项阻尼导致系统颤振性能差异性的动力学机理.  相似文献   

18.
Consistent time and frequency domain formulations for a fully anisotropic, linear visco-elastic material model are presented. The finite element implementation leads to a complex valued stiffness matrix in the frequency domain. A homogenisation procedure based on unit-cell analyses in the frequency domain is presented to derive input parameters for the material model. (© 2016 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)  相似文献   

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