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2006•Journal of Xi'an University of Architecture & TechnologyRequires access

Experimental research on the shear resistance of cold-formed steel stud composed wall

Tianhua Zhou, Bnbm Home

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Abstract

A tentative study is carried out with thirteen full-size(2.4 m by 3—3.3 m) specimens of cold-formed steel stud composed wall subjected to shear loading.By test of the three types of wall under monotonic loading and cyclic-loading composed of single gypsum wallboard(GWB),single oriented strand board(OSB),double boards(GWB+OSB),and cold-formed steel C-section studs,the properties of shear load-carrying and seismic performances for the specimens are obtained.Experimental results show that the shear resistances of the single GWB composed walls are about 34%—37% that of the single OSB composed walls,and the shear resistance of the double boards(GWB+OSB) composed wall are about equal to the sum of the single GWB and the single OSB composed walls.

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A tentative study is carried out with thirteen full-size(2.4 m by 3—3.3 m) specimens of cold-formed steel stud composed wall subjected to shear loading.By test of the three types of wall under monotonic loading and cyclic-loading composed of single gypsum wallboard(GWB),single oriented strand board(OSB),double boards(GWB+OSB),and cold-formed steel C-section studs,the properties of shear load-carrying and seismic performances for the specimens are obtained.Experimental results show that the shear resistances of the single GWB composed walls are about 34%—37% that of the single OSB composed walls,and the shear resistance of the double boards(GWB+OSB) composed wall are about equal to the sum of the single GWB and the single OSB composed walls.

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Available abstract

A tentative study is carried out with thirteen full-size(2.4 m by 3—3.3 m) specimens of cold-formed steel stud composed wall subjected to shear loading.By test of the three types of wall under monotonic loading and cyclic-loading composed of single gypsum wallboard(GWB),single oriented strand board(OSB),double boards(GWB+OSB),and cold-formed steel C-section studs,the properties of shear load-carrying and seismic performances for the specimens are obtained.Experimental results show that the shear resistances of the single GWB composed walls are about 34%—37% that of the single OSB composed walls,and the shear resistance of the double boards(GWB+OSB) composed wall are about equal to the sum of the single GWB and the single OSB composed walls.

Key concepts: Oriented strand board, Shear wall, Shear (geology), Materials science, Composite material, Cold-formed steel, Structural engineering, Engineering

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