Model for Cyclic Inelastic Buckling of Steel Braces-Reference-Cited by-同舟云学术

Model for Cyclic Inelastic Buckling of Steel Braces

Published:2008-04 Issue:4 Volume:134 Page:619-628
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Uriz Patxi¹²³,Filippou Filip C.¹²³,Mahin Stephen A.¹²³

Affiliation:

1. Exponent, Failure Analysis Associates, Menlo Park, CA 94025. E-mail: puriz@exponent.com

2. Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720. E-mail: filippou@ce.berkeley.edu

3. Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720. E-mail: mahin@ce.berkeley.edu

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%282008%29134%3A4%28619%29

Reference20 articles.

1. AISC. (1997). “Seismic provisions for structural steel buildings.” American Institute of Steel Construction Chicago.

2. Black G. R. Wenger B. A. and Popov E. P. (1980). “Inelastic buckling of steel struts under cyclic load reversals.” UCB/EERC-80/40 Earthquake Engineering Research Center Berkeley Calif.

3. de Souza R. M. (2000). “Force-based finite element for large displacement inelastic analysis of frames.” Ph.D. thesis Univ. of California Berkeley Calif.

4. Filippou F. C. Popov E. P. and Bertero V. V. (1983). “Effects of bond deterioration on hysteretic behavior of reinforced concrete joints.” UCB/EERC-83/19 Earthquake Engineering Research Center Univ. of California Berkeley Berkeley Calif.

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