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BeamFreqMode
- 细梁的振动，无量纲振动控制方程关于梁的动力响应-Beam power with applications from mechanical aerospace electrical and civil engineering free vibration nondimendional frequency coefficients on the dynamic behaviour of the beam
beamResponse
- 模态叠加法求欧拉梁的振动响应，对于初学者非常有帮助-Modal superposition method of Euler beam vibration response, very helpful for beginners
zuoye3youxianyuan
- 悬臂梁基础固支端水平方向受到振动强度RMS值为1g的高斯随机激励，有效激振频带为200Hz。要求设计合适的振动控制方案，使得在控制器的作用下，该悬臂梁自由端的随机振动响应具有良好的抑制效果。-Gaussian basis cantilever clamped horizontally by the end of the vibration intensity 1g RMS value of random excitation, the effective excitation band of 2
ARTime_invariant
- 由AR模型识别悬臂梁模态的稳定图法,输入为悬臂梁振动响应信号。-model identification with AR modal
dynaRespFD
- 冲击理论指的是计算结构响应的风动荡。这里,结构是一个吊桥,使用连续梁的理论建模。介绍模态耦合模型，尽可能的简单计算横向,纵向和扭转响应。结构的方法是使用。是专为那些已经拥有一些知识领域的随机振动分析和对结构风荷载。-The buffeting theory [1,2] refers to the computation of the response of a structure to wind turbulence. Here, the structure is a suspension br
非线性吸振器欧拉梁振动抑制
- 利用模态叠加法计算得到安装非线性能量阱前后欧拉梁的振动响应(vibration responses of the euler beam with a nonlinear energy sink is solved by using modal method)
基于HIPSM和HPESM的欧拉梁响应求解
- 基于精细积分方法构造的HIPSM和HPESM，算例用于求解欧拉梁振动响应求解(Based on the precise integration method, hipm and hpesm are constructed, and a numerical example is used to solve the vibration response of Euler beam)