摘要
介绍了静力弹塑性分析及位移法的实施步骤,并通过某超限工程实例,采用MIDAS/GEN计算软件,对其进行了罕遇地震下静力弹塑性的计算和结果分析,得到一些结论,供设计人员参考。
The paper introduces the implementation procedures of static elastic-plastic analysis method and displacement method. Through the out-of-code building engineering example,applying MIDAS / GEN computation software,it carries out static elastic-plastic computation and results analysis under rare earthquake,and obtains some conclusions,which will provide some guidance for designers.
出处
《山西建筑》
2016年第24期29-30,共2页
Shanxi Architecture