Chapter
Feb 8, 2016
Seismic Performance of Cold-Formed Steel Framed Buildings Using Corrugated Sheet Shear Walls
Authors: Wenying Zhang [email protected], Jie Wang [email protected], Mahsa Mahdavian [email protected], and Cheng Yu [email protected]Author Affiliations
Publication: Geotechnical and Structural Engineering Congress 2016
Abstract
Cold-formed steel framed shear wall sheathed with corrugated steel sheets is a promising shear wall system for low- and mid-rise constructions at high wind and seismic zones due to its advantages of non-combustibility, high shear strength, and high shear stiffness. A series of full-scale shear wall tests on corrugated sheet steel shear walls have been conducted at University of North Texas. This paper presents the dynamic model in OPENSEES and incremental dynamic analysis on one two-story and one five-story cold-formed steel framed building. The analysis results provide a systematic assessment of the building performances subjected to earthquake loads.
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Published In
Geotechnical and Structural Engineering Congress 2016
Pages: 252 - 263
Copyright
© 2016 American Society of Civil Engineers.
History
Published online: Feb 8, 2016
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Affiliations
Visiting Graduate Student, Dept. of Engineering Technology, Univ. of North Texas, 3940 N. Elm St., Denton, TX 76207. E-mail: [email protected]
Graduate Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing, China. E-mail: [email protected]
Graduate Student, Dept. of Engineering Technology, Univ. of North Texas, 3940 N. Elm St., Denton, TX 76207. E-mail: [email protected]
Associate Professor, Dept. of Engineering Technology, Univ. of North Texas, 3940 N. Elm St., Denton, TX 76207.E-mail: [email protected]
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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.