Physical damage‐hysteretic response correlation for steel sheet sheathed cold‐formed steel‐framed wall‐lines

Author:

Singh Amanpreet1ORCID,Wang Xiang2ORCID,Zhang Zhidong3ORCID,Peterman Kara D.4ORCID,Schafer Benjamin W.1ORCID,Hutchinson Tara C.5ORCID

Affiliation:

1. Department of Civil and Systems Engineering Johns Hopkins University Baltimore Maryland USA

2. School of Civil Engineering Sun Yat‐Sen University Guangzhou Guangdong China

3. Department of Engineering Systems and Environment University of Virginia Charlottesville Virginia USA

4. Department of Civil and Environmental Engineering University of Massachusetts Amherst Massachusetts USA

5. Department of Structural Engineering University of California San Diego California USA

Abstract

AbstractUse of cold‐formed steel (CFS) framing as load‐bearing system for gravity and lateral loads in buildings is becoming increasingly common in the North American construction industry, notably in high seismic regions where light‐weight construction is an attractive option. Buildings framed with closely spaced and repetitively placed CFS members can be detailed to develop lateral resistance using a variety of sheathing options. A relatively new option involves the use of steel sheet as sheathing. Steel sheet sheathed CFS shear walls offer high lateral strength and stiffness, and provide ductility courtesy of tension field action within the steel sheet. Despite their acceptance, gaps in the understanding of their behavior do exist, notably, behavior under dynamic loading, the contribution of nonstructural architectural finishes, and the behavior of wall‐lines: shear walls placed inline with gravity walls. To this end, a two‐phased experimental effort was undertaken to advance understanding of the lateral response of CFS‐framed wall‐line systems. Specifically, a suite of wall‐lines, detailed for mid‐rise buildings, were evaluated through simulated seismic loading imposed via shake table and quasi‐static cyclic tests. Damage to the wall‐lines was largely manifested in the form of damage to fastener connections used for attaching the sheathing and gypsum panels, and separation of exterior finish layer. This paper documents and quantifies the progressively incurred physical damage observed in the tested wall‐line assemblies, and correlates it with the evolution of dynamic characteristics and hysteretic energy dissipated across a spectrum of performance levels.

Funder

National Science Foundation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference42 articles.

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2. YuC VoraH DainardT TuckerJ VeetvkuriP.Steel Sheet Sheathing Options for CFS Framed Shear Wall Assemblies Providing Shear Resistance. Technical Report. Report No. UNT‐G76234 Department of Engineering Technology University of North Texas;2007.

3. Shear resistance of cold-formed steel framed shear walls with 0.686 mm, 0.762 mm, and 0.838 mm steel sheet sheathing

4. Design of steel sheathed cold-formed steel framed shear walls

5. Steel sheathed cold-formed steel framed shear walls subjected to lateral and gravity loading

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