Optimization of Yield Shear Coefficient for Parallel Base Isolation System

Article Preview

Abstract:

The optimization of yield shear coefficient for parallel base isolation system is investigated systematically. The maximum dissipative energy scale factor is used as the objective function, the maximum sliding displacement of a base-isolated layer, the residual displacement and the maximum base shear coefficient are considered the constraining factors. The optimal range of the yield shear coefficient is proposed by inputting the seismic waves of the different sites.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

363-366

Citation:

Online since:

May 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] MC Constantinou, IG Tadjbakhsh: submitted to Computers and Structures(1983)

Google Scholar

[2] Izuru Takewaki: submitted to Earthquake Engineering and Structural Dynamics(1997)

Google Scholar

[3] Robert Sebastianelli, Mark A. Austin: submitted to Shock and Vibration (2009)

Google Scholar

[4] JG Park, H Otsuka: submitted to Earthquake Engineering and Structural Dynamics(1999)

Google Scholar

[5] RS Jangid: submitted to Journal of Sound and Vibration (1996)

Google Scholar