摘要
介绍了某超限高层建筑抗震设计,提出了结构设计难点和相应的构造加强措施,通过对SATWE和PMSAP两种计算结果进行对比分析,验证了本工程抗震设计能够满足抗震设防要求,并针对结构超限部分提出了相应的抗震加强措施,为类似项目的设计工作提供了参考。
This paper introduces the seismic design of an over-limit high-rise building,puts forward the structural design difficulties and corresponding structural strengthening measures,and through the comparative analysis of SATWE and PMSAP calculation results,verifies that the seismic design of this project can meet the seismic fortification requirements. The corresponding seismic strengthening measures are proposed for the over-limit part of the structure,which provides reference experience for the design of similar projects.
作者
夏新强
Xia Xinqiang(Xincheng Holding Group Limited Company,Shanghai 201100,China)
出处
《山西建筑》
2020年第3期50-51,共2页
Shanxi Architecture
关键词
超限高层建筑
抗震分析
结构设计
over-limit higth-rise building
seismic analysis
structure design
