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某超限高层建筑抗震性能设计
引用本文:李晓霞. 某超限高层建筑抗震性能设计[J]. 山西建筑, 2012, 38(11): 36-37
作者姓名:李晓霞
作者单位:山西省建筑设计研究院,山西太原,030013
摘    要:本文结合工程实例,论述了超限高层建筑抗震性能设计理念,根据该工程超限程度,探讨了结构在不同水平地震作用下的抗震性能目标,通过模型计算和软件分析,并结合规范要求最终实现三个水准的抗震设防目标。

关 键 词:抗震  性能设计  超限高层建筑  弹性分析  弹塑性分析

Seismic performance design of the out-of-codes high-rise building
LI Xiao-xia. Seismic performance design of the out-of-codes high-rise building[J]. Shanxi Architecture, 2012, 38(11): 36-37
Authors:LI Xiao-xia
Affiliation:LI Xiao-xia(Shanxi Academy of Building Design and Research,Taiyuan 030013,China)
Abstract:Combining with the engineering example,the paper discusses the seismic performance design concept of out-of-codes high-rise building.According to the degree of the out-of-codes building,it explores the seismic performance goal of the structure under different earthquakes.Through calculation and software analysis,combining with regulations,it realizes seismic prevention object of three standards.
Keywords:seismic  performance design  out-of-codes high-rise building  elastic analysis  elastic-plastic analysis
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