Analysis on Aseismic Performance of the Beijing Yintai Center

Article Preview

Abstract:

In this study, the seismic behavior of the main tower building of Beijing Yintai Center is presented with regard to the dynamic characteristics analysis and seismic response analysis. Firstly, by means of three-dimensional finite element analysis software, the dynamic properties and seismic responses under frequent earthquake action of the structure are obtained, respectively. It can be seen that the structure has a rational arrangement for structural elements and has a good seismic behavior. Then, the seismic behavior of the structure is studied through the dynamic elasto-plastic analysis method and static elasto-plastic analysis method under rare earthquake. Analysis results of both analysis methods show that the behavior of the structure accords with the earthquake performance objectives and the structure would not collapse under the rare earthquake action.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3872-3877

Citation:

Online since:

December 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Zhao Guangeng, Li eibin, Lu Zuochao, Lou Yu, Han Hejun, Huang Jian, Structural Design of Super High Steel Building of Beijing Yintai Center[J], Building Structure, 2007, 37(11), p.3~6.

Google Scholar

[2] Wu Yaohui, Li Aiqun, Zhang Zhiqiang et, Seismic Analysis of the Main Tower Steel Stucture of Yintai Center[J], Building Structure, 2004, 34(7), p.1~4.

Google Scholar

[3] Code for Seismic design of buildings (GB50011-2001)[S], China Architecture & Building Press,Beijing, (2001).

Google Scholar

[4] Technical Specification for steel structure of tall buildings (JGJ99-98)[S],China Architecture & Building Press,Beijing, (1998).

Google Scholar

[5] Site seismic assessment of Beijing Yintai Center[R], Beijing seismology Bureau, (2000).

Google Scholar

[6] Wilson EI. Three-dimensional static and dynamic analysis of structures: A physical approach with emphasis on earthquake engineering[M]. Berkeley, CA, USA: Comuters and Structure Inc, (2002).

Google Scholar

[7] Computers and Structure Inc. SAP2000 analysis reference[M], (2004).

Google Scholar