Seismic Performance Characterization of Wood-Sheathed and Cold-Formed Steel Framed Floor and Roof Diaphragm Structures

Author:

Nikolaidou Violetta1,Latreille Patrick2,Lignos Dimitrios G.3,Rogers Colin A.4

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke St. West, Montreal, QC, Canada H3A 0C3.

2. Master’s Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke St. West, Montreal, QC, Canada H3A 0C3.

3. Associate Professor, School of Architecture, Civil and Environmental Engineering, Swiss Federal Institute in Lausanne (EPFL), GC B3 485 (Bâtiment GC), Station 18, CH-1015 Lausanne, Switzerland.

4. Associate Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke St. West, Montreal, QC, Canada H3A 0C3 (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

Reference12 articles.

1. Light-gauge steel-frame – wood structural panel shear wall design method

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

3. Liu P. Peterman K. D. Yu C. and Schafer B. W. (2012). “Cold-formed steel shear walls in ledger-framed buildings.” Annual Stability Conf. Structural Stability Research Council Curran Associates Inc. Dutchess New York.

4. Nikolaidou V. Latreille P. Rogers C. A. and Lignos D. G. (2017). “Characterization of cold-formed steel framed/wood-sheathed floor and roof diaphragm structures.” Proc. 16th World Conf. on Earthquake Engineering Chilean Association of Seismology and Earthquake Engineering Santiago Chile Santiago Chile.

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