Theoretical investigation of bridge seismic responses with pounding under near-fault vertical ground motions

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Theoretical investigation of bridge seismic responses with pounding under near-fault vertical ground motions

Vertical earthquake loading is normally regarded not as important as its horizontal components and are not explicitly considered in many seismic design codes. However, some previous severe near-fault earthquakes reveal that the vertical ground motion component can be much larger than the horizontal...

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Bibliographic Details
Main Authors:	Yang, H., Yin, X., Hao, Hong, Bi, Kaiming
Format:	Journal Article
Published:	Multi-Science Publishing 2015
Online Access:	http://hdl.handle.net/20.500.11937/41781

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