Numerical and Experimental study of pounding damages in adjacent bridge structures subjected to spatially varying ground motion and its mitigation method

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Numerical and Experimental study of pounding damages in adjacent bridge structures subjected to spatially varying ground motion and its mitigation method

Bridge infrastructure is an integral component of the transportation network with significant strategic value and is expected to remain functional in the damaged area immediately after a strong earthquake. However, previous experiences have shown that keeping the bridges operational after a strong e...

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Bibliographic Details
Main Author:	Shrestha, Bipin
Format:	Thesis
Language:	English
Published:	Curtin University 2016
Online Access:	http://hdl.handle.net/20.500.11937/469

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