Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge

Abstract:

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According to the behavior of seismically isolated continuous bridges, the bidirectional nonlinear characteristics of lead rubber bearing are taken into account by using two orthogonal nonlinear level spring elements. Based on the FEA software, the analysis models of seismically isolated and non-isolated continuous bridges are established. And the nonlinear seismic response for these analysis models is carried out under the function of the reasonably chosen seismic motion.

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Edited by:

Guangfan Li, Yong Huang and Chaohe Chen

Pages:

1628-1632

DOI:

10.4028/www.scientific.net/AMR.250-253.1628

Citation:

T. Wang et al., "Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge", Advanced Materials Research, Vols. 250-253, pp. 1628-1632, 2011

Online since:

May 2011

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Price:

$35.00

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