Irregular Structure of the Metal Energy Dissipation Wrest Resistant Performance Analysis

Article Preview

Abstract:

To make a top local adding stories of “L” flat facade irregular frame structure with good resistance to twist and integrity, can better satisfy the requirements of local seismic fortification intensity,using metal damper to this after-adding-stories framework model for processing. Using SAP2000 finite element analysis software modeling and in its install metal damper dynamic time-history analysis before and after. Results show that the structure using metal consumption technology in consume earthquake input energy at the same time can enhance structure rigid and floor wrest resistant and strengthen the lateral stiffness integral structure seismic performance.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

818-822

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Code for Seismic Design of Buildings(2008)[S]

Google Scholar

[2] Technical Specification for Concrete Structures of Tall Building[S].

Google Scholar

[3] Nie Yiheng. Eccentric Structure Seismic Torsional Response Damping Control Analysis of Energy Consumption[D].Guangzhou:Guangzhou University, 2007(in china):17-18.In Chinese

Google Scholar

[4] Zhou Yun and Xue-song. State of the Art and Prospect of Energy Dissipation Technology in China Mainland[J].Earthquake Resistant Engineering and Retrofitting. 2006,28(6):2-4.i Cinese

Google Scholar

[5] Yan Weiming and Su Liang.Lead Extrusion Dampers Umerical Simulation and Experiment [J]. Journal of Beijing University of Technology.2008.36(8).In Chinese

Google Scholar

[6] Li Hongnan.Structure Multidimension Seismic Theory[M].Beijing.Science Press.2006:68-69.In Chinese

Google Scholar