Stretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD

dc.contributor.author	Yohchia Chen
dc.contributor.author	Alex Aswad
dc.date.accessioned	2017-05-08T21:24:36Z
dc.date.available	2017-05-08T21:24:36Z
dc.date.copyright	August 1996
dc.date.issued	1996
dc.identifier.other	%28asce%291084-0702%281996%291%3A3%28112%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50351
dc.description.abstract	A general refined analysis procedure for predicting the vehicular live load distribution on simply supported bridge girders is described. Load and Resistance Factor Design (LRFD) distribution factor formulas for flexure are carefully reviewed for modern prestressed concrete bridges made of I-girders or spread box girders with larger span-to-depth ratios. LRFD's results are compared with those obtained from the refined analysis method. Design recommendations are offered.
dc.publisher	American Society of Civil Engineers
dc.title	Stretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD
dc.type	Journal Paper
dc.journal.volume	1
dc.journal.issue	3
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(1996)1:3(112)
dc.tree	Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 003
dc.contenttype	Fulltext