Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario

Published

September 1, 2011

Author(s)

Fahim H. Sadek, Joseph Main, Hai S. Lew, Yihai Bao

Abstract

This paper presents an experimental and computational assessment of the performance of steel and reinforced concrete beam-column assemblies under vertical displacement of a center column, simulating a column removal scenario. The assemblies represent portions of structural framing systems designed as Intermediate Moment Frames (IMFs) and Special Moment Frames (SMFs), for Seismic Design Categories C and D, respectively. The steel IMF assembly incorporates welded, unreinforced flange, bolted web connections and the steel SMF assembly incorporates reduced beam section connections. The concrete IMF and SMF assemblies were designed and detailed in accordance with ACI 318-02 requirements. Each full-scale assembly comprises two beam spans and three columns, and downward displacements of the center column are imposed until failure. The study provides insight into the behavior and failure modes of the assemblies, including the development of catenary action. Both detailed and reduced finite element models are developed, which capture the primary response characteristics and failure modes. Analyses with the reduced models can be executed rapidly without loss of accuracy, facilitating implementation in models of entire structural systems.

Citation

Journal of Structural Engineering-ASCE

Pub Type

Journals

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Keywords

Buildings, Concrete structures, Finite element method, Full-scale tests, Nonlinear analysis, Progressive collapse, Seismic design, Steel structures

Citation

Sadek, F. , Main, J. , Lew, H. and Bao, Y. (2011), Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario, Journal of Structural Engineering-ASCE, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=907518 (Accessed December 26, 2024)