建立了CFRP抗震加固底部框架砌体结构地震反应时程分析的方法。
The time-history analytical method of earthquake response to hybrid masonry-concrete structures strengthened with CFRP is presented.
引入了砌体的滞回特性，该模型可用于复杂体型砌体结构房屋弹塑性地震反应时程分析。
By introducing the hysteretic behavior of masonry, this model can be used for the elastoplastic time history analysis of masonry buildings with complex configuration.
本文的主要目的是探讨在需要考虑几何非线性的情况下，开口薄壁杆件结构的地震反应时程分析。
The purpose of this thesis is to explore the geometric nonlinear seismic response time integration of open thin-walled frame structures.
其次，通过非线性地震反应时程分析，证明隔震效果十分明显，该科技楼的设防烈度可由9度降为7度。
On the other hand, the results of nonlinear earthquake time history analysis show that the base isolation system effects are very well, so the intensity can be reduced from 9 degree to 7 degree.
本文采用概率方法借助于拉丁超立方采样技术和非线性地震反应时程分析对多层住宅砖房的地震易损性进行分析。
This paper analyzes the seismic vulnerability of multistory dwelling brick buildings by Latin Hypercube Sampling technique and nonlinear seismic time history response analysis.
采用该方法对国内某跨江大桥进行动力反应时程分析，计算结果显示，该方法简单有效，且具有较高的计算精度。
Simulation of seismic response for a river-spanning bridge was analyzed with the given theory; and the simulated results show that this approach is simple and effective.
采用该方法对国内某跨江大桥进行动力反应时程分析，计算结果显示，该方法简单有效，且具有较高的计算精度。
Simulation of seismic response for a river-spanning bridge was analyzed with the given theory; and the simulated results show that this approach is simple and effective.
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