Dynamic Response of a Highway Bridge Subjected to Moving Vehicles

dc.contributor.author	Hongyi Li
dc.contributor.author	Jerry Wekezer
dc.contributor.author	Leslaw Kwasniewski
dc.date.accessioned	2017-05-08T21:25:47Z
dc.date.available	2017-05-08T21:25:47Z
dc.date.copyright	September 2008
dc.date.issued	2008
dc.identifier.other	%28asce%291084-0702%282008%2913%3A5%28439%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51140
dc.description.abstract	Several full-scale load tests were performed on a selected Florida highway bridge. The bridge was dynamically excited by two fully loaded trucks, and the strain, acceleration, and displacement at selected points were recorded for the investigation of the bridge’s dynamic response. Experimental data were compared with simplified vehicle and bridge finite-element models. The vehicle was represented as a three-dimensional mass–spring–damper system with
dc.publisher	American Society of Civil Engineers
dc.title	Dynamic Response of a Highway Bridge Subjected to Moving Vehicles
dc.type	Journal Paper
dc.journal.volume	13
dc.journal.issue	5
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2008)13:5(439)
dc.tree	Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
dc.contenttype	Fulltext