于贵景
    （上海建筑设计研究院有限公司，上海 200041）

[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。
[关键词] 超限高层建筑；弹性时程分析；结构设计
中图分类号：TU318    文献标识码：A  文章编号：1002-848X(2012) Sl-0287-02

Structure design scheme of one high-rise overrun building
Yu Guijing
( Shanghai Institute of Architectural Design&Research Co., Ltd., Shanghai 200041, China)

Abstract: One high-rise ovenun 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.
Keywords: high-rise overrun building; elastic time history analysis; structure design