采用有限元通用商业软件ANSYS，对碳纤维布抗震加固墙片的试验过程进行了模拟分析。
Here is a simulating analysis on the experimental specimen of the carbon fiber reinforced shock-resisting masonry wall using the common limited member commercial software ANSYS.
本文提出了高层建筑多塔楼连廊结构采用柔性连接方式，并进行了结构抗震分析和模拟地震振动台试验研究。
The flexible connection for the structure with corridor is researched in the paper by calculation analysis and earthquake simulating shaking table test.
分析结果表明伪空间模型可以较好的模拟钢交错桁架结构的横向抗震性能。
By comparing the response of models, it shows that the pseudo-space model is appropriate to analyze the transverse seismic performance of steel staggered truss structure.
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