Cold-Formed Steel Frame Shear Walls Utilizing Structural Adhesives-Reference-Cited by-同舟云学术

Cold-Formed Steel Frame Shear Walls Utilizing Structural Adhesives

Published:2006-04 Issue:4 Volume:132 Page:591-599
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Serrette R.¹¹¹¹²,Lam I.¹¹¹¹²,Qi H.¹¹¹¹²,Hernandez H.¹¹¹¹²,Toback A.¹¹¹¹²

Affiliation:

1. Center for Light Frame Structural Research, Santa Clara Univ., Santa Clara, CA 95053.

2. Henkel Loctite Corporation, Rocky Hill, CT 06067.

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%290733-9445%282006%29132%3A4%28591%29

Reference16 articles.

1. American Iron and Steel Institute AISI/COFS/GP. (2002). Standard for cold-formed steel framing—General provisions Washington D.C.

2. American Iron and Steel Institute AISI/COFS/LD. (2004). Standard for cold-formed steel framing—Lateral design Washington D.C.

3. Applied Technology Council (ATC). (1995). “Structural response modification factors.” ATC-19 Rep. Redwood City Calif.

4. Branston A. E. (2004). Development of a design methodology for steel frame/wood panel shear walls Dept. of Civil Engineering and Engineering Mechanics McGill Univ. Montréal.

5. Dolan J. D. (1999). “Monotonic and cyclic tests of long steel-frame shear walls with openings.” Rep. No. TE-1999-001 Virginia Polytechnic Institute and State Univ. Blacksburg Va.

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