Seismic Performance of Concentrically Braced Steel Frames in Multistory Buildings with Mass Irregularity

Author:

Tremblay Robert12,Poncet Laure12

Affiliation:

1. Professor and Canada Research Chair in Earthquake Engineering, Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique, P.O. Box 6079, Station Centre-Ville, Montreal, Quebec, Canada H3C 3A7. E-mail: robert.tremblay@polymtl.ca

2. Research Associate, Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique, P.O. Box 6079, Station Centre-Ville, Montreal, Quebec, Canada H3C 3A7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference39 articles.

1. Adams J. Weichert D. H. and Halchuk S. (1999). “Trial seismic hazard maps of Canada–1999: 2%∕50 year values for selected Canadian cities.” Geological Survey of Canada Open File No. 3274 National Earthquake Hazards Program Geological Survey of Canada Natural Resources Canada Ottawa.

2. Al-Ali A. A. K. and Krawinkler H. (1998). “Effects of vertical irregularities on seismic behavior of Building Structures.” Rep. No. 130. Dept. of Civil and Environmental Engineering Standford Univ. San Francisco.

3. Canadian Standard Association (CSA). (2001). “Limit states design of steel structures.” CAN/CSA-S16-01 Canadian Standard Association Rexdale Ont.

4. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines

5. Background information for some of the proposed earthquake design provisions for the 2005 edition of the National Building Code of Canada

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