Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge
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.
Guangfan Li, Yong Huang and Chaohe Chen
T. Wang et al., "Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge", Advanced Materials Research, Vols. 250-253, pp. 1628-1632, 2011