Experimental and three-dimensional finite element method studies on pounding responses of bridge structures subjected to spatially varying ground motions

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Experimental and three-dimensional finite element method studies on pounding responses of bridge structures subjected to spatially varying ground motions

Pounding and unseating damages to bridge superstructures have been commonly observed in many previous major earthquakes. These damages can essentially attribute to the large closing or opening relative displacement between adjacent structures. This article carries out an experimental study on the po...

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Bibliographic Details
Main Authors:	Li-Xiang, H., Shrestha, Bipin, Hao, Hong, Bi, Kaiming, Ren, Wei-Xin
Format:	Journal Article
Published:	Multi-Science Publishing 2016
Online Access:	http://hdl.handle.net/20.500.11937/38608

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