Experimental Study of Local Buckling, Overstrength, and Fracture of Links in Eccentrically Braced Frames-Reference-Cited by-同舟云学术

Experimental Study of Local Buckling, Overstrength, and Fracture of Links in Eccentrically Braced Frames

Published:2005-10 Issue:10 Volume:131 Page:1526-1535
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Okazaki Taichiro¹²³⁴,Arce Gabriela¹²³⁴,Ryu Han-Choul¹²³⁴,Engelhardt Michael D.¹²³⁴

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, The Univ. of Texas at Austin, Austin, TX 78712-0275 (corresponding author).

2. Associate, Estruconsult, San José, Costa Rica.

3. Engineer, Englekirk & Sabol Consulting Structural Engineers, Inc., Los Angeles, CA 90018.

4. Professor, Dept. of Civil Engineering, The Univ. of Texas at Austin, Austin, TX 78712-0275.

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%282005%29131%3A10%281526%29

Reference12 articles.

1. American Institute of Steel Construction (AISC). (1999). Load and resistance factor design specification for structural steel buildings AISC Chicago.

2. American Institute of Steel Construction (AISC). (2002). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-02 AISC Chicago.

3. Engelhardt M. D. and Popov E. P. (1989). “Behavior of long links in eccentrically braced frames.” Rep. No. UCB/EERC-89/01 Earthquake Engineering Research Center Univ. of California at Berkeley Richmond Calif.

4. Hjelmstad K. D. and Popov E. P. (1983). “Seismic behavior of active beam link in eccentrically braced frames.” Rep. No. UCB/EERC-83/15 Earthquake Engineering Research Center Univ. of California at Berkeley Richmond Calif.

5. Itani A. Douglas B. M. and El-Fass S. (1998). “Cyclic behavior of shear links in retrofitted Richmond-San Rafael Bridge towers.” Proc. 1st World Congress on Structural Engineering—San Francisco Paper No. T155-3 Elsevier New York.

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