Forces in Wingwalls of Skewed Semi-Integral Bridges

dc.contributor.author	Eric Steinberg
dc.contributor.author	Shad M. Sargand
dc.contributor.author	Christopher Bettinger
dc.date.accessioned	2017-05-08T21:25:14Z
dc.date.available	2017-05-08T21:25:14Z
dc.date.copyright	November 2004
dc.date.issued	2004
dc.identifier.other	%28asce%291084-0702%282004%299%3A6%28563%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50782
dc.description.abstract	In theory, semi-integral bridges with skewed approaches have a tendency to rotate toward the acute corners due to thermal expansion. This movement causes force to be transferred into the wingwalls that are often designed only as retaining walls. The wingwall/diaphragm joint of two semi-integral bridges were instrumented and monitored in the state of Ohio. Information pertaining to the thermal expansion was successfully compiled during the extent of this research and showed wingwalls’ forces can reach magnitudes of
dc.publisher	American Society of Civil Engineers
dc.title	Forces in Wingwalls of Skewed Semi-Integral Bridges
dc.type	Journal Paper
dc.journal.volume	9
dc.journal.issue	6
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2004)9:6(563)
dc.tree	Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 006
dc.contenttype	Fulltext