搜索资源列表
Newmark_Method
- NewMark方法求解弹塑性时程分析地震响应-NewMarkMethod to solve the SRSF Problems
threestorymatlabplastic
- MATLAB多自由度弹塑性动力时程分析程序-MATLAB multi-degree of freedom elastic-plastic dynamic analysis program
sdof_flag
- 旗帜型滞回模型,输入地震波(txt),弹塑性时程分析-Flag shape hysteresis model, time history analysis
MATLAB算法练习
- 某三层钢筋混泥土结构弹塑性时程分析程序。结构恢复力模型采用三线型刚度退化模型。(time history analysis)
单自由度地震能量计算的程序matlab
- 使用双线性滞回模型的单自由度 弹塑性时程分析,MATLAB编程(Single degree of freedom elastoplastic time history analysis using bilinear hysteretic model, MATLAB programming)
10层楼弹塑性时程分析
- 基于双线性滞回模型的单自由度 弹塑性时程分析,并采用MATLAB编程实现(Single degree of freedom elastoplastic time history analysis using bilinear hysteretic model, MATLAB programming)