The program is competent to conduct the nonlinear time history response analysis and permanent displacement calculation of embankment dam during earthquakes 该程序可完成土石坝在地震荷载作用下非线性时程响应分析以及地震荷载引起的永久变形计算。
A new method is proposed to study a large - scale power station structure in this paer , which is a time history response analysis method with considering non - linear factors for structure analysis 本文提出一种新的分析方法,即采用地震时程分析法并考虑材料的非线性因素,对某大型水电站厂房结构进行抗震研究。