搜索资源列表
Duhammel
- 用与结构动力学分析的杜哈米积分小程序，希望能对从事结构动力分析的人有用。-Duhammel integration method software
modes
- 利用模态叠加法计算结构动力响应,通过结构的的刚度矩阵，阻尼矩阵以及质量矩阵进行进行求解。-The use of mode superposition method to calculate structural dynamic response, through the structure of the stiffness matrix, damping matrix and mass matrix to solve it.
2D_dynamic_analysis
- 用Fortran语言编写，用于平面2自由度结构动力时程分析的程序-With the Fortran language for the planar 2-DOF structural dynamic time history analysis procedure
IDARC31
- IDARC3.1二维结构动力非线性时程分析源程序-idarc3.1
flush-src
- 粘弹性地基结构动力响应计算程序，虽然比较老，还是很有价值。-Visco-elastic foundation structural dynamic response calculation program, though relatively old, is still of great value.
newmark
- 用matlab编写的newmark－belta法求解结构动力响应-Prepared using matlab newmark-belta method for structural dynamic response
vanoverschee
- 时程积分程序，给定结构激励，计算结构动力响应。-Time integration process, given the incentive structure, dynamic response of structure.
EX241
- 计算平面杆桁架结构动力特性，运动矢量迭代法和空间迭代法分别计算-Calculation of dynamic characteristics of flat-bar truss, and space motion vector iteration method iterative method were calculated
DYNIC-OF-MATLAB
- 结构动力分析MATALB源程序, 比较经典，希望大家喜欢，-Structural dynamic analysis MATALB source, more classic, hope you like it, Oh
newmarkB
- 结构动力响应求解Newmark方法Matlab程序-Newmark method of solving structural dynamic response Matlab program
chapter-two
- matlab有限元结构动力分析与工程应用 第二章源程序-matlab finite element structural dynamic analysis and engineering application source code chapter
chapter-4
- matlab有限元结构动力分析与工程应用 第4章源程序-matlab finite element structural dynamic analysis and engineering applications Chapter 4 source
chapter-6
- matlab有限元结构动力分析与工程应用 第6章源程序-matlab finite element structural dynamic analysis and engineering application source code in Chapter 6
Desktop
- matlab中关于结构动力计算的，小程序，采用纽马克方法计算的两个自由度的小程序。-matlab matlab newmark method，dynamic response of structres.
Newmark
- newmark通过迭代激起结构动力响应，包括速度、位移、加速度-newmark inspire dynamic response
IDT
- IDT法模态参数识别：通过编写代码在matlab中实现结构动力参数的时域识别。-IDT method modal parameter identification: by writing code in Matlab in structural dynamic parameters of the time-domain identification.
MyNewmark
- 基于Newmark法求解单自由度线性结构动力响应。-Based on Newmark method for solving linear structural dynamic response of single-degree-of-freedom.
Plane61bar
- 平面61绗架结构动力特性分析，分别采用三种方法计算结构的前9阶频率。-To compyte the first nine eigenvalues of plane 61-bar truss
kangzhen
- 线加速度法求结构动力时程反应，自由度不是很大-failed to translate
central-difference-method
- 应用matlab编程的中心差分法在结构动力分析中的应用-Application matlab programming center differential Method on Dynamic Analysis