Two types of software were used to analyse the complicated structure system, and elastic time history analysis was also done.
对复杂结构采用了两种软件进行对比分析，并进行了多遇地震下的弹性时程分析。
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。
The elastic time-history analysis of the model is carried out.
对模型进行在弹性范围内的动力时程分析。
In this paper the relationship between the elastic and inelastic seismic displacement responses of high-rise buildings is studied by time history response analysis.
通过高层结构弹性和非弹性地震时程反应分析，研究了两者的位移反应关系。
It is feasible and effective to use fea for the elastic-plastic time-history analysis of structure.
利用大型有限元程序进行结构弹塑性时程反应分析，是可行有效的。
Transfer storey is considered as elastic member in time-history analysis, its lateral stiffness is taken to be equal to the equivalent stiffness.
转换层视为弹性构件，整个分析过程中均取其等效刚度。
Transfer story is considered as elastic member in time-history analysis, its lateral stiffness is taken to be equal to the equivalent stiffness.
转换层视为弹性构件，整个分析过程中均取其等效刚度。
The dynamical characteristics contrastive analysis is made, and 3d seismic response contrastive analysis through the method of elastic time-history response of systems is also made.
研究对比了各结构体系的动力特性，并通过地震弹性时程反应分析法进行了结构体系三维地震反应分析与对比。
Elastic time-history analysis was carried out, and the larger values in time-history and spectrum response were used in structural design.
此外还进行了结构的弹性时程分析，将其结果和反应谱结果中的较大值用于结构设计。
The elastic-plastic time history analysis on seismic retrofitting of the energy dissipation structures is researched, mainly solved following several problems: Definite structure vibration model;
对用于抗震加固的消能减震结构进行了弹塑性时程分析研究，主要解决以下几个问题：确定结构的振动模型；
The elastic-plastic time history analysis on seismic retrofitting of the energy dissipation structures is researched, mainly solved following several problems: Definite structure vibration model;
对用于抗震加固的消能减震结构进行了弹塑性时程分析研究，主要解决以下几个问题：确定结构的振动模型；
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