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contributor authorFeng Zhou
contributor authorKhalid M. Mosalam
contributor authorMasayoshi Nakashima
date accessioned2017-05-08T21:00:16Z
date available2017-05-08T21:00:16Z
date copyrightJuly 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A7%281018%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35060
description abstractThis paper presents finite-element (FE) modeling and nonlinear analysis of steel-concrete composite frames subjected to very large cyclic loading. A three-dimensional FE model is developed to carry out the nonlinear analysis. Modeling details of the steel frame, the reinforced concrete (RC) slab, the interactions between the RC slab and the frame beams, and the associated constitutive relationships for cyclic loading are presented. A composite frame previously tested by the writers is analyzed using the proposed FE model. Good correlation is observed between the experimental and analytical hysteresis curves up to rotation amplitude of
publisherAmerican Society of Civil Engineers
titleFinite-Element Analysis of a Composite Frame under Large Lateral Cyclic Loading
typeJournal Paper
journal volume133
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:7(1018)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 007
contenttypeFulltext


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