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contributor authorYohchia Chen
contributor authorAlex Aswad
date accessioned2017-05-08T21:24:36Z
date available2017-05-08T21:24:36Z
date copyrightAugust 1996
date issued1996
identifier other%28asce%291084-0702%281996%291%3A3%28112%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50351
description abstractA 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.
publisherAmerican Society of Civil Engineers
titleStretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD
typeJournal Paper
journal volume1
journal issue3
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(1996)1:3(112)
treeJournal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 003
contenttypeFulltext


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