某超高层建筑结构抗震设计与分析

江汉大学学报（自然科学版） ›› 2013, Vol. 41 ›› Issue (6): 60-65.

某超高层建筑结构抗震设计与分析

陈震

江汉大学机电与建筑工程学院，湖北武汉 430056

出版日期:2013-12-12 发布日期:2014-01-09
作者简介:陈震（1975—），男，讲师，博士，研究方向：工程力学。

Seismic Analysis and Design of a Super High-rise Building Structure

CHEN Zhen

School of Electromechanical and Architectural Engineering，Jianghan University，Wuhan 430056，Hubei，China

Online:2013-12-12 Published:2014-01-09

摘要/Abstract

摘要： 在结构性能目标分析的基础上，运用PKPM软件，建立了某超高层建筑结构计算模型，进而对该结构进行了抗震设计、计算与分析。通过对计算结果的分析和评价，提出了适合该超高层建筑的结构抗震措施。该抗震设计及分析方法和结构抗震措施可为类似超高层建筑的抗震设计提供参考。

关键词: 高层建筑, 结构抗震, 抗震设计, PKPM, Pushover

Abstract: On the basis of analysis on the structural performance goal，establishes the calculation model of a super high-rise building structure by applying the software of PKPM. Then carries out the seismic design、calculation and analysis of the structure. Through the analysis and evaluation of calculation results，puts forward the structural anti-seismic measures which are suited for the super high-rise building. The seismic design and the analysis method and structural anti-seismic measures can provide reference for anti-seismic design of similar super high-rise buildings.

Key words: super high-rise building, structural seismic, seismic design, PKPM, Pushover

中图分类号:

TU352

陈震. 某超高层建筑结构抗震设计与分析[J]. 江汉大学学报（自然科学版）, 2013, 41(6): 60-65.

CHEN Zhen. Seismic Analysis and Design of a Super High-rise Building Structure[J]. Journal of Jianghan University(Natural Science Edition), 2013, 41(6): 60-65.

[1]	徐畅，杜传国. 基于PKPM 仿真的地下室框架梁经济性研究[J]. 江汉大学学报（自然科学版）, 2020, 48(5): 83-88.
[2]	陈震，胡钢亮. 某超限高层建筑抗震性能分析[J]. 江汉大学学报（自然科学版）, 2012, 40(3): 73-76.