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

Author:

Chatterjee Aritra1ORCID,Arwade Sanjay R.2,Schafer Benjamin W.3,Moen Cristopher D.4

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Virginia Polytechnic and State Univ., 200 Patton Hall, Blacksburg, VA 24061 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01003.

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

4. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, 200 Patton Hall, Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference27 articles.

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

2. Reliability of cold-formed steel framed shear walls as impacted by variability in fastener response

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

4. Chatterjee A. Rogers C. A. and Moen C. D. (2017). “High-fidelity monotonic and cyclic simulation of a wood-sheathed cold-formed steel framed floor diaphragm.” Proc. 16th World Conf. on Earthquake Engineering Earthquake Engineering Research Institute Oakland CA.

5. Chatterjee A. Xiang Y. Moen C. D. Arwade S. R. and Schafer B. W. (2014). “Towards quantifying beneficial system effects in cold formed steel wood-sheathed floor diaphragms.” 22nd Int. Specialty Conf. on Cold-Formed Steel Structures Wei-Wen Yu Center for Cold-Formed Steel Structures St. Louis MO.

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