The Effect of Isolation Layer Yield Stress on the Seismic Response of Base Isolated Frame Structure

Article Preview

Abstract:

At present the research on the effect of the isolation layer parameters on earthquake response of base-isolated structure is rarely. To solve this problem, this paper taking a reinforced concrete frame structure for example, used ANSYS software to analyze the response of base-isolated structure under earthquake. It focused on the relationship between the isolation layer yield stress and the isolation effects, and provided reference for reasonable selection of seismic isolation layer parameters.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

635-637

Citation:

Online since:

July 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Tang Jiaxiang, Liu Zaihua. The Building Structure Seismic Design [M]. Wuhan: Huazhong University of science and Technology Press, (1993)

Google Scholar

[2] Li Quan. Ansys Application In Civil Engineering [M].Beijing: People's Posts and Telecommunications Press, (2005)

Google Scholar

[3] Japanese Architectural Institute. The Design Of Isolation Structure [M]. Liu wenguang, trans. Beijing: Seismological Press, (2006)

Google Scholar