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

Inelastic Cyclic Model for Steel Braces

Published:2003-05 Issue:5 Volume:129 Page:548-557
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Jin Jun¹,El-Tawil Sherif²

Affiliation:

1. PhD, Assistant Professor, Dept. of Maritime Systems Engineering, Texas A&M Univ. at Galveston, P.O. Box 1675, Galveston, TX 77553-1675.

2. PhD, Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48019-2125 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A5%28548%29

Reference31 articles.

1. Black R. G. Wenger W. A. B. and Popov E. P. (1980). “Inelastic buckling of steel strut under cyclic load reversals.” Rep. No. UCB/EERC-80/40 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

2. Bruneau M. Uang C. M. and Whittaker A. (1998). Ductile design of steel structures McGraw-Hill New York.

3. Inelastic analyses of a 17-story steel framed building damaged during Northridge

4. Crisfield M. A. (1997). Non-linear finite element analysis of solids and structures Vol. 2 Wiley New York.

5. Dafalias F. and Popov E. P. (1975). “Simple constitutive law for artificial graphite-like materials.” Proc. Int. Conf. on Structural Mechanics in React Technology 3rd Trans. Vol. 1 London.

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