搜索资源列表
3DOF
- 模態參數識別法裡的複模態指示函數法，利用Newmark法，在各自由度分別加入脈衝力，並假設初始狀態為靜止，得到位移、速度及加速度之時域響應-Modal parameter identification method in the Complex mode indicator function method using Newmark method, the degree of freedom in the impulsive force were added, and assuming that
xuanbiliang
- 采用模态叠加法和Newmark方法求解悬臂梁的响应，可以直接运行，经验证程序正确-Modal superposition method and Newmark method for solving cantilever response, and can directly run the program properly validated
newmark_time-domain
- 基于newmark法的多自由度系统瞬态分析- Transient Analysis of Multi-degree system based on Newmark method
Newmark_SDOF_Bilinear
- 本程序用于计算一个单自由度结构加上双线性模型的阻尼器以后的地震激励下的位移时程(This procedure is used to calculate the displacement time history of a single degree of freedom structure coupled with a bilinear model after seismic excitation)
Nemark
- 轨道交通领域，纽马克线性求解动力学微分方程(The field of rail transportation, the dynamic differential equations of linear Newmark)
Newmark_s_Method_for_Linear_systems
- 可以快速算出newmak中的各个系数，适用于线性系统(The coefficients in the newmak can be quickly computed and applied to linear systems)
MATLAB程序
- 这里面提供了结构在地震动作用下的傅里叶时程、Newmark响应等程序，有图有程序(This program provides the Fourier history, Newmark response and other procedures of structures in the earthquake.)
Newmark_beta
- 计算jeffcott转子动力学，采用Newmark数值求解方法，具有较高精度(Computate rotor dynamics of Jeffcott)
dizhenfanying
- 一个用中心差分和纽马克算法计算地震反应的matlab程序(a program about calculate the reaponse of earthquake include central differencing and Newmark-B method)
regression_line_ci
- a multi-mdof code for newmark beta algorithm..civil engineering
bin
- 二自由度有阻尼的幅频特性曲线以及相频特性曲线(Amplitude frequency characteristic curve of two degrees of freedom)
response
- 多自由度体系在地震作用下的结构响应，用的是NEWMARK-BETA法(Structural Response of a Multi Degree of Freedom System under Earthquake)
Newmark_algorithm
- Newmark 算法源程序，涉及参数设置，积分处理(Newmark algorithm source program, involving parameter setting, integral processing)
newmark
- 用MATLAB程序表示人行走下，板的振动情况，分别从振幅、速度、加速度三方面来描述(The MATLAB program is used to express the vibration of the plate, which is described from three aspects of amplitude, velocity and acceleration, respectively.)
vtb6_exe_newmarkb
- 石端伟机械动力学用newmark_beta法进行动力学仿真，书本源程序没有包括0时刻的位移，该程序调用newmark函数，克服了书中缺陷。(Shi Du Wei's mechanical dynamics is simulated by newmark_beta method. The source program does not include 0 time displacement. The program calls Newmark function to overcome the de
绳移系统_newmark
- 利用newmark法计算绳移系统的横向位移响应，可以用于绳移系统振动控制。(The Newmark method is used to calculate the lateral displacement response of the rope shift system, which can be used for the vibration control of the rope shift system.)
SDOF
- matlab编程Newmark-β单自由度体系动力响应(Matlab programming Newmark- beta single degree of freedom system dynamic response)
Test_Newmark_beta
- 适用于非比例阻尼，非线性刚度，非线性阻尼;(newmark beta method for MDOF dynamic problem)
multi_newmark
- matlab程序，用振型分解法求结构的层间剪力，内有标注，方便初学者修改参数。(Vibration mode decomposition method for interlayer shear)
振动响应（单、多自由度）
- 使用newmark-β方法求解单/多自由度结构的振动响应（代码中外载荷为波浪力）