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contributor authorFei-Fei Sun
contributor authorOreste S. Bursi
date accessioned2017-05-08T22:40:34Z
date available2017-05-08T22:40:34Z
date copyrightFebruary 2005
date issued2005
identifier other%28asce%290733-9399%282005%29131%3A2%28199%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86051
description abstractDisplacement-based and two-field mixed beam elements are proposed for the linear analysis of steel–concrete composite beams with shear lag and deformable shear connection. The kinematics of the shear lag relies on a parabolic shear warping function of uniform shape along the slab. These assumptions are verified by comparing a closed-form solution of the composite beam problem with the results provided by the
publisherAmerican Society of Civil Engineers
titleDisplacement-Based and Two-Field Mixed Variational Formulations for Composite Beams with Shear Lag
typeJournal Paper
journal volume131
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2005)131:2(199)
treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 002
contenttypeFulltext


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