Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges

dc.contributor.author	X. Sharon Huo
dc.contributor.author	Qinghe Zhang
dc.date.accessioned	2017-05-08T21:25:41Z
dc.date.available	2017-05-08T21:25:41Z
dc.date.copyright	January 2008
dc.date.issued	2008
dc.identifier.other	%28asce%291084-0702%282008%2913%3A1%28110%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51090
dc.description.abstract	This paper presents a study of the skewness effect on live load reactions at the piers of continuous bridges. Two prestressed concrete I-beam bridges and one steel I-girder bridge were selected for the study. To evaluate the skew effect, the skew angle of the bridges was varied from 0 to
dc.publisher	American Society of Civil Engineers
dc.title	Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges
dc.type	Journal Paper
dc.journal.volume	13
dc.journal.issue	1
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2008)13:1(110)
dc.tree	Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 001
dc.contenttype	Fulltext