Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications-Reference-Cited by-同舟云学术

Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications

Published:2007-06 Issue:6 Volume:133 Page:767-776
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alimoradi Arzhang¹²³,Pezeshk Shahram¹²³,Foley Christopher M.¹²³

Affiliation:

1. Senior Seismic Research Engineer, John A. Martin & Associates, Inc., 1212 S. Flower St., Los Angeles, CA 90015; formerly, Graduate Student, Univ. of Memphis, Memphis, TN 38152. E-mail: arzhang@johnmartin.com

2. Emison Professor of Civil Engineering, The Univ. of Memphis, Memphis, TN 38152.

3. Visiting Associate Professor, Univ. of Wisconsin–Madison, Madison, WI; Associate Professor of Civil Engineering, Marquette Univ., Milwaukee, WI 53233.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A6%28767%29

Reference10 articles.

1. Federal Emergency Management Agency (FEMA). (2000a). “State-of-the-art report on performance prediction and evaluation of steel moment frame buildings.” FEMA-355F Washington D.C.

2. Federal Emergency Management Agency (FEMA). (2000b). “State-of-the-art report on systems performance of steel moment frames subjected to earthquake ground shaking.” FEMA-355C Washington D.C.

3. Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. I: Formulation

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