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A platform for research: civil engineering, architecture and urbanism
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.
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.
Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge
Advanced Materials Research ; 250-253 ; 1628-1632
2011-05-17
5 pages
Article (Journal)
Electronic Resource
English
Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge
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