Cold-Formed Steel Framed Gypsum Shear Walls: In-Plane Response-Reference-Cited by-同舟云学术

Cold-Formed Steel Framed Gypsum Shear Walls: In-Plane Response

Published:2012-07 Issue:7 Volume:138 Page:932-941
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Peck Q.¹,Rogers N.¹,Serrette R.²

Affiliation:

1. Undergraduate Research Assistant, Dept. of Civil Engineering, Santa Clara Univ., Santa Clara, CA 95053.

2. Associate Professor, Dept. of Civil Engineering, Santa Clara Univ., Santa Clara, CA 95053 (corresponding author).

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.0000521

Reference16 articles.

1. AISI. (2009). North American standard for cold-formed steel framing—lateral design S213-07 Washington DC.

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

3. ASTM. (2009). Standard specification for gypsum board C1396 West Conshohocken PA.

4. ASTM. (2010a). 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.

5. ASTM. (2010b). Standard test methods and definitions for mechanical testing of steel products A370 West Conshohocken PA.

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