Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint

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Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint

This is the second part of the study of soil-structure interaction (SSI) and ground motion spatial variation effects on bridge pounding responses. The first part [Chouw N, Hao H. Significance of SSI and non-uniform near-fault ground motions in bridge response I: Effect on response with conventional...

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Bibliographic Details
Main Authors:	Chouw, N., Hao, Hong
Format:	Journal Article
Published:	Pergamon 2008
Online Access:	http://hdl.handle.net/20.500.11937/19650

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