▍1. 悬臂梁(假设模态法,解析法,瑞利里兹法)
说明: 用于求解悬臂梁前3阶固有频率和振型(假设模态法,解析法,瑞利里兹法)(It is used to solve the first three natural frequencies and modes of cantilever beam (assumed mode method, analytical method, Rayleigh Ritz method))
说明: 用于求解悬臂梁前3阶固有频率和振型(假设模态法,解析法,瑞利里兹法)(It is used to solve the first three natural frequencies and modes of cantilever beam (assumed mode method, analytical method, Rayleigh Ritz method))
说明: 利用地震波生成加速度、速度、位移反应谱曲线(Using seismic wave to generate response spectrum curve)
说明: 程序考虑了悬臂梁的几个大变形,并给出了变形过程图,很适合非线性学习的初学者。(The program considers several large deformations of the cantilever beam, and gives the deformation process chart, which is very suitable for beginners of nonlinear learning.)
说明: 使用有限元方法,可以直接求解加筋板结构的质量刚度矩阵(Using the finite element method, the mass stiffness matrix of stiffened plate structure can be solved directly)
说明: 此程序为本人自行编制的矩形移动荷载作用下饱和土地基的动应力响应问题的MATLAB程序,适合相关研究方向的初学者。(This program is a matlab program for the dynamic stress response of saturated soil foundation under the action of rectangular moving load, which is suitable for beginners in related research fields.)
说明: MATLAB 脚本的振型叠加计算内容, 属于结构动力学的内容,为英国大学教授的教学脚本(SDOFof superposition worked exampleSDOF)
说明: 此为ASCE的第三代基准模型代码,可供土木工程领域学者使用。(This is the third generation benchmark model code of ASCE, which can be used by scholars in the field of civil engineering)
说明: 第三代benchmark模型,可用于主动控制算法的比较(The third generation benchmark model can be used to compare active control algorithms)
可以用该程序进行多自由度结构的地震控制计算(Earthquake control calculation of structures)
说明: 可以用该程序进行多自由度结构的地震控制计算(Earthquake control calculation of structures)
说明: 计算简单管道当阀门关闭时管道内的水锤压力。(Calculate the water hammer pressure in a simple pipe when the valve is closed.)
说明: SPI计算程序,标准降水指数的计算,利用将降雨资料可以求得。(Spi calculation program, calculation of standard precipitation index, can be obtained by using rainfall data.)