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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