搜索资源列表
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
VIBRATION_OF_A_FREE-FREE_BEAM
- 本文档是主要内容是对自由梁弹性振动理论的研究，给出了梁振动特性计算方法，以及振动响应计算方法。-This document is the main content is the study of the theory of free beam elastic vibration, elements characteristics calculation method are given, and the calculation method of vibration response.
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)