Paper Title:
Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge
  Abstract

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, J. Ning, Y. Li, "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
$32.00
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