Cyclic behavior of steel frames with composite reinforced concrete infill walls

Jerome F. Hajjar, Xiangdong Tong, Arturo E Schultz, Carol K Shield, William K. Saari

Research output: Chapter in Book/Report/Conference proceedingConference contribution

4 Scopus citations

Abstract

This research investigates the seismic behavior of partially-restrained steel frames with composite reinforced concrete infill wall panels. Headed shear stud connectors are used to attach the infill panel to the steel frame to achieve composite interaction. The research program includes twelve experiments of the combined shear and tensile response of shear studs in infill wall panels, two one-bay, two-story, one-third scale experiments of the complete structural system, and development of a nonlinear cyclic finite element formulation for simulating the seismic response of the system. This paper summarizes the results of this ongoing research, focusing primarily on the findings to date of the experimental research.

Original languageEnglish (US)
Title of host publicationProceedings of the Conference
Subtitle of host publicationComposite Construction in Steel and Concrete IV
EditorsJ.F. Hajjar, M. Hosain, W.S. Easterling, B.M. Shahrooz, J.F. Hajjar, M. Hosain, W.S. Easterling, B.M. Shahrooz
Pages983-994
Number of pages12
StatePublished - 2000
EventProceedings of the Conference: Composite Construction in Steel and Concrete IV - Banff, Alta., Canada
Duration: May 28 2000Jun 2 2000

Publication series

NameProceedings of the Conference: Composite Construction in Steel and Concrete IV

Other

OtherProceedings of the Conference: Composite Construction in Steel and Concrete IV
Country/TerritoryCanada
CityBanff, Alta.
Period5/28/006/2/00

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