摘要
对太原万达广场A-1座楼结构设计进行了介绍,分别阐述了该项目的结构布置、性能目标、主要的计算分析结果等内容,并对其抗震性能作出了评价,指出该结构设计满足超限要求,保证了结构的安全性、经济性、合理性。
This paper introduces structural design of building A-1 in A5 district of Wanda square in Taiyuan city,respectively describes its structural layout,performance targets,and main calculation and analysis results and so on,and evaluates its anti-seismic performance.In the end,it points out the structural design meets out-of-codes requirements,which guarantees safe,economic,and rational structure.
出处
《山西建筑》
2011年第36期31-32,共2页
Shanxi Architecture
关键词
超限高层
框支剪力墙
性能目标
弹塑性分析
out-of-codes high rise building
frame-supported shear wall
performance objective
elasto-plastic analysis
