摘要
针对一个典型的"远大可建"工程,分别采用SAP 2000和MIDAS/GEN建立结构的三维有限元模型,对结构进行模态分析、地震效应分析和风荷载效应分析,比较两款软件的建模过程、加载方式和边界条件,并将两者分析得到的结果进行对比。在此基础上,对SAP 2000和MIDAS/GEN在可建工程中的应用提出一些建议。
The three-dimensional models of a typical engineering case of BSB were established by SAP 2000 and MIDAS/GEN in order to do mode analysis,seismic effect analysis and wind response analysis of the structure.The modeling processes,loading modes and boundary conditions of the two softwares were compared and the results were contrasted.some suggestions on applications of SAP 2000 and MIDAS/GEN in BSB were proposed.
出处
《钢结构》
2014年第2期80-84,共5页
Steel Construction
基金
湖南省工程建设产学研结合创新计划项目(ky201125)
