Seismic Design Strength of Cold-Formed Steel-Framed Shear Walls-Reference-Cited by-同舟云学术

Seismic Design Strength of Cold-Formed Steel-Framed Shear Walls

Published:2010-09 Issue:9 Volume:136 Page:1123-1130
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Serrette Reynaud¹

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Santa Clara Univ., 500 El Camino Real, Santa Clara, CA 95053.

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.0000207

Reference19 articles.

1. American Iron and Steel Institute (AISI). (2007). “North American standard for cold-formed steel framing—Lateral design.” AISI S213 Washington D.C.

2. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7 Reston Va.

3. ASTM. (2007). “Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings.” E2126 West Conshohocken Pa.

4. Blais C. (2006). “Testing and analysis of light gauge steel frame/9 mm OSB wood panel shear walls.” MS thesis Dept. of Civil Engineering and Applied Mechanics McGill Univ. Montréal.

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