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

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

Published:2007-06 Issue:6 Volume:133 Page:757-766
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Foley Christopher M.¹²³,Pezeshk Shahram¹²³,Alimoradi Arzhang¹²³

Affiliation:

1. Visiting Associate Professor, Univ. of Wisconsin–Madison; Associate Professor, Marquette Univ., Milwaukee, WI 53233. E-mail: chris.foley@marquette.edu

2. Emison Professor of Civil Engineering, Dept. of Civil Engineering, Univ. of Memphis, Memphis, TN 38152. E-mail: spezeshk@memphis.edu

3. Senior Seismic Research Engineer, John A. Martin and Associates, Inc., Los Angeles, CA 90015. E-mail: arzhang@johnmartin.com

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%28757%29

Reference53 articles.

1. AISC. (2005) Load and resistance factor design specifications forstructural steel buildings American Institute of Steel Construction Chicago.

2. Alimoradi A. (2004). “Probabilistic performance-based seismic design automation of nonlinear steel structures.” Ph.D. dissertation Univ. of Memphis Memphis Tenn.

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

4. American Concrete Institute (ACI). (2005). “Building code requirements for reinforced concrete.” ACI 318-05 Detroit.

5. Yield Point Spectra for Seismic Design and Rehabilitation

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