Experimental Investigation of Cold-Formed Steel Framed Shear Wall Using Corrugated Steel Sheathing with Circular Holes-Reference-Cited by-同舟云学术

Experimental Investigation of Cold-Formed Steel Framed Shear Wall Using Corrugated Steel Sheathing with Circular Holes

Published:2016-12 Issue:12 Volume:142 Page:04016126
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yu Cheng¹,Yu Guowang²

Affiliation:

1. Associate Professor, Dept. of Engineering Technology, Univ. of North Texas, Denton, TX 76207 (corresponding author).

2. Graduate Student, Dept. of Engineering Technology, Univ. of North Texas, Denton, TX 76207.

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.0001609

Reference20 articles.

1. AISI (American Iron and Steel Institute). (2012). “North American standard for cold-formed steel framing—Lateral provisions 2012 edition.” AISI S213 Washington DC.

2. ASTM. (2006). “Standard test methods and definitions for mechanical testing of steel products.” ASTM A370-06 West Conshohocken PA.

3. ASTM. (2007). “Standard specification for structural bolts steel heat treated 120/105 ksi minimum tensile strength.” ASTM A325-07 West Conshohocken PA.

4. ASTM. (2008). “Standard specification for structural bolts steel heat treated 150 ksi minimum tensile strength.” ASTM A490-08 West Conshohocken PA.

5. ASTM. (2012). “Standard practice for static load test for shear resistance of framed walls for buildings.” ASTM E564 West Conshohocken PA.

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