伍云天1,2，  代崇民2

（1重庆大学山地城镇建设与新技术教育部重点实验室，重庆400045； 2重庆大学土木工程学院，重庆400045）

 

[摘要] 我国抗震设防地区超高层建筑的实际抗震性能日益引起学术界与工程界的关注。尽管我国2010年版《高层建筑混凝土结构技术规程》已经正式纳入了抗震性能设计方法，但在实际超高层建筑的分析与设计中如何具体合理应用这一方法，还处于探索阶段。本文基于《高规》建议的性能化分析方法，采用非线性分析软件Perform-3D，对重庆市某250m高超高层框架一核心筒建筑进行了性能评估，并结合概念设计，综合评价了该建筑的抗震性能。

[关键词] 超高层结构；抗震；性能化设计；Perform-3D

中图分类号：TU355    文献标识码：A  文章编号：1002-848X(2012) S2-0284-05

 

Wu Yuntian1,2, Dai Chongmin2

(1 Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities, Chongqing University, Chongqing 400045, China; 2 College of Civil Engineering, Chongqing University, Chongqing 400045, China)

 

Abstract: The seismic performance of super high rise buildings located in seismic regions in China has attracted the attention of engineers and researchers in recent years. Although the "Technical specification for concrete structures of tall building (2010 Edition)” has adopted the performance based seismic design method, the application of this method in the design and evaluation of super high rise buildings is still under investigation. Based on the code specified seismic performance based design procedure, a 250 meters tall building in Chongqing was analyzed using the nonlinear analysis program Perform-3D to examine it seismic performance. The analysis results are used to comprehensively evaluate the seismic performance of the structure.

Keywords: super high rise structure; seismic design; performance based design; Perform-3D