linear time history analysis method 弹性时程分析法
nonlinear time-history analysis method 非线性时程方法
nonlinear time history analysis method 弹塑性时程分析法
The elastoplastic time history analysis method is used to calculate rare earthquake action.
采用弹塑性时程分析法进行了罕遇地震作用下的分析。
Appropriate artificial seismic time history is the basis of calculating earthquake action on tall buildings applying time history analysis method.
选择合适的人造地震动时程是高层建筑采用时程分析法计算地震作用的基础。
Three additional displacement ratio calculating methods, i. e., the first mode method, elastic time history analysis method and calculating plane end displacement method, are suggested.
提出了三种计算结构位移比的补充方法，即第一振型法、弹性时程分析法和推算平面端部位移法。
应用推荐