Stability Bracing Requirements for Steel Bridge Girders with Skewed Supports

dc.contributor.author	Liqun Wang
dc.contributor.author	Todd A. Helwig
dc.date.accessioned	2017-05-08T21:25:43Z
dc.date.available	2017-05-08T21:25:43Z
dc.date.copyright	March 2008
dc.date.issued	2008
dc.identifier.other	%28asce%291084-0702%282008%2913%3A2%28149%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51107
dc.description.abstract	Cross frames and diaphragms are critical elements for the stability of I-shaped steel bridge girders during construction. The AASHTO specifications are relatively vague with regards to the stability design requirements of the braces. Spacing limits that have been used in past AASHTO specifications have been removed from the Load and Resistance Factor Design Specification, which instead requires the bracing to be designed by a
dc.publisher	American Society of Civil Engineers
dc.title	Stability Bracing Requirements for Steel Bridge Girders with Skewed Supports
dc.type	Journal Paper
dc.journal.volume	13
dc.journal.issue	2
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2008)13:2(149)
dc.tree	Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002
dc.contenttype	Fulltext