3D FEM analysis of pounding response of bridge structures at a canyon site to spatially varying ground motions

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3D FEM analysis of pounding response of bridge structures at a canyon site to spatially varying ground motions

Previous studies of pounding responses of adjacent bridge structures under seismic excitation were usually based on the simplified lumped mass model or beamcolumn element model. Consequently, only 1D point to point pounding, which is usually in the longitudinal direction of the bridge, could be cons...

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Bibliographic Details
Main Authors:	Bi, Kaiming, Hao, Hong, Chouw, N.
Format:	Journal Article
Published:	Multi-Science Publishing Co. Ltd. 2013
Subjects:	Eccentric pounding Torsional response Pounding response Local site effect Spatially varying ground motions 3D FEM
Online Access:	http://hdl.handle.net/20.500.11937/47124

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