Improved Static Resistance and Failure Mechanisms of Conventional Cold-Formed Steel Stud Walls-Reference-Cited by-同舟云学术

Improved Static Resistance and Failure Mechanisms of Conventional Cold-Formed Steel Stud Walls

Published:2015-06 Issue:3 Volume:29 Page:04014069
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bondok Doaa H.¹,Salim Hani A.²,Agee Brett M.³

Affiliation:

1. Doctoral Student, Graduate Research Assistant, Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO.

2. C.W. LaPierre Associate Professor, Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO (corresponding author).

3. Structural Engineer, Federal Services Division, Black and Veatch Special Projects Corporation, 6601 College Blvd., Overland Park, KS 66211.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000525

Reference20 articles.

1. ABAQUS 6.11 [Computer software]. Dassault Systemes Simulia Providence RI.

2. Agee B. M. (2010). “Upgrading conventional cold-formed steel connections to protect against moderate blast events.” M.S. thesis Dept. of Civil Engineering Univ. of Missouri-Columbia Columbia MO.

3. American Iron and Steel Institute (AISI). (2007). “North American specification for the design of cold-formed steel structural members.” AISI S100 Washington DC.

4. Bewick B. Hoemann J. and Williamson E. (2010). “Performance of steel stud walls subjected to blast loads.” AFRL-RX-TY-TP-2010-0012 Air Force Research Laboratory Tyndall AFB FL.

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