Effect of Near-Fault Vertical Ground Motions on Seismic Response of Highway Overcrossings

dc.contributor.author	Sashi K. Kunnath
dc.contributor.author	Emrah Erduran
dc.contributor.author	Y. H. Chai
dc.contributor.author	Mark Yashinsky
dc.date.accessioned	2017-05-08T21:25:45Z
dc.date.available	2017-05-08T21:25:45Z
dc.date.copyright	May 2008
dc.date.issued	2008
dc.identifier.other	%28asce%291084-0702%282008%2913%3A3%28282%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51123
dc.description.abstract	Results of comprehensive nonlinear response history analyses on a range of configurations representing typical highway overcrossings subjected to combined effects of vertical and horizontal components of near-fault ground motions are reported. Current seismic design guidelines in California neglect the vertical components of ground motions for peak ground accelerations less than
dc.publisher	American Society of Civil Engineers
dc.title	Effect of Near-Fault Vertical Ground Motions on Seismic Response of Highway Overcrossings
dc.type	Journal Paper
dc.journal.volume	13
dc.journal.issue	3
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2008)13:3(282)
dc.tree	Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
dc.contenttype	Fulltext