Dynamic and Impact Behavior of Half-Through Arch Bridges

dc.contributor.author	Dongzhou Huang
dc.date.accessioned	2017-05-08T21:25:16Z
dc.date.available	2017-05-08T21:25:16Z
dc.date.copyright	March 2005
dc.date.issued	2005
dc.identifier.other	%28asce%291084-0702%282005%2910%3A2%28133%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50812
dc.description.abstract	The objective of this paper is to present the results of an investigation of the dynamic and impact characteristics of half-through arch bridges with rough decks caused by vehicles moving across them. Seven arch bridges modeled as three-dimensional structures with overall span lengths ranging from
dc.publisher	American Society of Civil Engineers
dc.title	Dynamic and Impact Behavior of Half-Through Arch Bridges
dc.type	Journal Paper
dc.journal.volume	10
dc.journal.issue	2
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2005)10:2(133)
dc.tree	Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
dc.contenttype	Fulltext