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A platform for research: civil engineering, architecture and urbanism
Frame Analysis Including 3D Slab Effects in Partially-Restrained Composite Connections
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.
Frame Analysis Including 3D Slab Effects in Partially-Restrained Composite Connections
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.
Frame Analysis Including 3D Slab Effects in Partially-Restrained Composite Connections
Alemdar, Bulent N. (author) / White, Donald W. (author) / Leon, Roberto T. (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
Composite materials , Steel , Slabs , Construction , Girders , Concrete , Composite beams , Frames , Nonlinear analysis , Steel columns
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