对模型进行在弹性范围内的动力时程分析。
The elastic time-history analysis of the model is carried out.
通过动力时程分析,输入三条地震波,得到相应的结构时程反应曲线。
Response spectrum analysis was conducted to get the response characteristics of the structure under the condition of horizontal earthquake.
对巨子型结构进行地震激励作用下的动力时程分析,并与普通巨型框架结构进行对比;
Second, carry on time history analysis to the Mega Sub Structure in the seismic excitation, and compare with the general mega-frame structure.
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