摘要
针对宁德师范学院体育馆结构分别使用PKPM、MIDAS以及SAP2000软件对其进行计算分析,并进行了各软件计算结果的对比。初步设计阶段采用的是MIDAS软件,施工图设计阶段采用的是SAP2000软件。采用MIDAS软件分析了多遇地震作用下的楼板应力;采用SAP2000软件进行了Pushover分析,研究了结构在罕遇地震作用下的抗震性能。
The computational results of the gymnasium structure in Ningde normal academy were analyzed and compared by using three different software of PKPM,MIDAS and SAP2000. In the primary design stage,the MIDAS software was selected,and in working-drawing design stage,the SAP2000 software was selected. The MIDAS was used to analyze the stress of slab under multi-case earthquake,and the SAP2000 was used to make the Pushover analysis to study the seismic performance of the structure under rare earthquake.
出处
《建筑结构》
CSCD
北大核心
2016年第S1期1000-1004,共5页
Building Structure
