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contributor authorBurl E. Dishongh
date accessioned2017-05-08T20:55:51Z
date available2017-05-08T20:55:51Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A2%28378%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32182
description abstractA simplified procedure is presented for redistributing moments caused by inelastic hinge rotations that accompany shakedown of continuous bridge girders under repeated live loadings. This inelastic moment redistribution procedure (IMR) is very similar to that of elastic moment distribution except that inelastic hinges, not girder joints, are initially held locked and then cyclically unlocked until convergence to shakedown occurs. Residual deformations due to shakedown are computed.
publisherAmerican Society of Civil Engineers
titleInelastic Moment Redistribution for Bridges
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:2(378)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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