摘要
短柱几种不同长度情况 ,用ANSYS有限元程序进行了弹性地震反应的时程分析 ,总结了这种框架的地震反应规律。
In the article, the dynamic response of the frame to earthquake is calculated and analyzed using the time history analysis in allusion to different length of short columns with the help of ANSYS finite element program. The properties of the earthquake response of the frame are summed up
引文
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