Cyclic Experiments on Steel Sheet Connections for Standard CFS Framed Steel Sheet Sheathed Shear Walls-Reference-Cited by-同舟云学术

Cyclic Experiments on Steel Sheet Connections for Standard CFS Framed Steel Sheet Sheathed Shear Walls

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Z.¹^ORCID,Singh A.²,Derveni F.³^ORCID,Torabian S.⁴,Peterman K. D.⁵,Hutchinson T. C.⁶^ORCID,Schafer B. W.⁷

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Systems Engineering, Johns Hopkins Univ., Baltimore, MD 21218 (corresponding author). ORCID: .

2. Graduate Research Assistant, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, 130 Natural Resources Rd., Amherst, MA 01003. ORCID: .

4. Adjunct Associate Research Scientist, Dept. of Civil and Systems Engineering, Johns Hopkins Univ., Baltimore, MD 21218.

5. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, 130 Natural Resources Rd., Amherst, MA 01003.

6. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093. ORCID: .

7. Professor, Dept. of Civil and Systems Engineering, Johns Hopkins Univ., Baltimore, MD 21218.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003233

Reference14 articles.

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

3. Mazzoni, S., F. McKenna, M. H. Scott, and G. L. Fenves. 2006. OpenSees command language manual. Berkeley, CA: Pacific Earthquake Engineering Research Center.

4. Peköz T. 1990. “Design of cold-formed steel screw connections.” In Proc. 10th Int. Specialty Conf. on Cold-Formed Steel Structures 575–587. St. Louis: Univ. of Missouri.

5. Hysteretic characterization of cold-formed steel stud-to-sheathing connections

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