Seismic Performance of Cold-Formed Steel Wall Systems in a Full-Scale Building-Reference-Cited by-同舟云学术

Seismic Performance of Cold-Formed Steel Wall Systems in a Full-Scale Building

Published:2015-10 Issue:10 Volume:141 Page:04015014
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang X.¹,Pantoli E.¹,Hutchinson T. C.²,Restrepo J. I.³,Wood R. L.⁴,Hoehler M. S.⁵,Grzesik P.⁶,Sesma F. H.⁷

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author).

3. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

4. Assistant Professor, Dept. of Civil Engineering, Univ. of Nebraska—Lincoln, Lincoln, NE 68588-6105.

5. Research Structure Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899; formerly, Hilti Corporation.

6. Segment Manager Technical Marketing, Direct Fastening Systems, Hilti AG, 9494 Schaan, Liechtenstein.

7. Director Technical Service, California Expanded Metal Products Co. (CEMCO), City of Industry, CA 91744.

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.0001245

Reference26 articles.

1. AISI (American Iron and Steel Institute). (2012). “North American specification for the design of cold-formed steel structural members.” AISI S100-12 Washington DC.

2. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE 7-10 Reston VA.

3. Seismic Performance of Vertical Nonstructural Components in the 22 February 2011 Christchurch Earthquake

4. Bersofsky A. and Restrepo J. I. (2007). “Seismic performance evaluation of gypsum wallboard partitions.” Structural Systems Research Project Rep. SSRP-2007/20 Dept. of Structural Engineering Univ. of California San Diego.

5. Chen M. et al. (2013). “BNCS Report #1: Full-scale structural and nonstructural building system performance during earthquakes and post-earthquake fire—specimen design construction and test protocol.” Structural Systems Research Project Rep. SSRP-2013/09 Dept. of Structural Engineering Univ. of California San Diego.

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