Numerical simulation of pounding damage to bridge structures under spatially varying ground motions

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Numerical simulation of pounding damage to bridge structures under spatially varying ground motions

Previous studies of pounding responses of bridge structures to seismic loadings are usually based on the point to point pounding assumption by using the simplified lumped mass model or beam-column element model. It has been found these simplified models can be used to calculate bridge pounding respo...

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Bibliographic Details
Main Authors:	Bi, Kaiming, Hao, Hong
Format:	Journal Article
Published:	Pergamon 2013
Subjects:	Numerical simulation Non-linear material 3D model Dislocation Unseating Pounding Non-uniform excitation Damage mechanism
Online Access:	http://hdl.handle.net/20.500.11937/37270

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