System Reliability Benefits of Repetitive Framing in Cold-Formed Steel Floor Systems

Author:

Smith Brooks H.1ORCID,Chatterjee Aritra2,Arwade Sanjay R.3,Moen Cristopher D.4,Schafer Benjamin W.4

Affiliation:

1. Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, 223 Marston Hall, Amherst, MA 01003 (corresponding author). ORCID: .

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 200 Patton Hall, Blacksburg, VA 24061.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, 223 Marston Hall, Amherst, MA 01003.

4. Professor, Dept. of Civil Engineering, Johns Hopkins Univ., 208 Latrobe Hall, Baltimore, MD 21218.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. ABAQUS version 6.13 [Computer software]. Dassault Systèmes Waltham MA.

2. Fire induced progressive collapse of steel building structures: The role of interior gravity columns

3. Characterization of in-plane backbone response of cold-formed steel beams

4. Chatterjee A. (2016). “Structural system reliability with application to light steel-framed buildings.” Ph.D. dissertation Virginia Polytechnic Institute Blacksburg VA.

5. System Reliability of Floor Diaphragms Framed from Cold-Formed Steel with Wood Sheathing

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