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《Sichuan Building Science》 2010-01
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Elasto-plastic time history analysis of hybrid masonry-frame structure subjected to blasting seismic waves

ZHANG Yuxu(Huangshi Institute of Technology,Huangshi 435003,China)  
According to safety assessment of structures subjected to blasting-induced ground excitation,a time history analysis method was proposed to assess safety of blasting seismic waves.A elasto-plastic time-history numerical analysis of a five-story hybrid masonry-frame structure subjected to blasting seismic excitation is set up through adopting the numerical model of hybrid structure and computation method appropriately.At last,the obtained dynamic response is compared with its counterpart of tectonic seismic wave,and the safety assessment is also made based on these results and analyses.
【CateGory Index】: O383.2
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