摘要
某高层建筑高度超限,分别采用SATWE,ETABS两种程序对结构进行多遇地震作用下的计算,对比两种程序的计算结果,同时对结构进行弹性时程分析补充计算。根据计算结果可知,该高层建筑结构设计方案可行。
One high-rise overrun building structure under the action of frequently occurred earthquake was analyzed by the SATWE and ETABS procedures.The calculation results of the two kinds of procedures were compared.The structure was also analyzed through flexible time-analysis methods,under the action of frequently occurred earthquake.According to the calculation results,the structure design scheme of the high-rise overrun building is feasible.
出处
《建筑结构》
CSCD
北大核心
2012年第S1期287-288,共2页
Building Structure
关键词
超限高层建筑
弹性时程分析
结构设计
high-rise overrun building
elastic time history analysis
structure design
