In this paper the relationship between the elastic and inelastic seismic displacement responses of high-rise buildings is studied by timehistoryresponseanalysis.
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。
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This paper analyzes the seismic vulnerability of multistory dwelling brick buildings by Latin Hypercube Sampling technique and nonlinear seismic timehistoryresponseanalysis.
By using seismic response spectrum and timehistoryanalysis method, the structure dynamic characteristics and deformation properties of the main building and connected structure were analyzed.