Chapter
Apr 26, 2012
Frame Analysis Including 3D Slab Effects in Partially-Restrained Composite Connections
Authors: Bulent N. Alemdar, Donald W. White, and Roberto T. LeonAuthor Affiliations
Publication: Composite Construction in Steel and Concrete IV
Abstract
This study addresses the cyclic, nonlinear analysis of frames composed of steel columns, steel-concrete composite girders and partially-restrained composite (PRC) connections. The effect of the slab around the column is modeled by partial-composite beam finite elements, component-based connection models, and slab load transfer elements. The key characteristics of this approach are outlined via an example analysis of a two-bay experimental test.
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Published In
Composite Construction in Steel and Concrete IV
Pages: 262 - 273
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Bulent N. Alemdar
Graduate Research Assistant, School of Civil and Environmental Engineering, Georgia Institute of Technology, GA 30332-0355, U.S.A.
Donald W. White
Associate Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, GA 30332-0355, U.S.A.
Roberto T. Leon
Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, GA 30332-0355, U.S.A.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.