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Apr 26, 2012
Influence of Soil-Pile-Structure Interaction on Seismic Response of Long Span Suspension Bridge
Authors: Lin Xiao, Cui-juan Li, and Shi-zhong QiangAuthor Affiliations
Publication: ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Abstract
For obtaining the accurate dynamics behavior of a suspension bridge, the Lancangjiang River Bridge is taken as an example, which is a suspension bridge with steel concrete composite stiffening girders. The spatial dynamic FE model is established and a soil-pile-structure interaction is simulated using the lumped-mass model of single-pile by modifying the Penzien J model. Then a 3-dimensional nonlinear time history analysis for the bridge is investigated by the nonlinear dynamic analysis method of inconsistent excitations established based on Large Mass Method and Pseudo-Static Displacement Conception. Analytical results show that the effects of soil-pile-structure interaction on dynamic characteristics of a long-span suspension bridge mainly result in a decrease of structure stiffness and the change of mode order, and that the effects of soil-pile-structure interaction on seismic response of long-span suspension bridges are closely related to the simulation of seismic ground motion and traveling wave effect. It's greatly necessary to utilize a soil-pile-structure interaction model to perform seismic analysis and design even if the stiffness of the pile foundation is ensured.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Lin Xiao
School of Civil Engineering, Southwest Jiaotong University, P.O.BOX 721, Chengdu 610031, P. R. China
Cui-juan Li
School of Civil Engineering, Southwest Jiaotong University, P.O.BOX 721, Chengdu 610031, P. R. China
Shi-zhong Qiang
School of Civil Engineering, Southwest Jiaotong University, P.O.BOX 721, Chengdu 610031, P. R. China
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