Cyclic loading behavior of EBF links constructed of ASTM A992 steel

Author:

Okazaki Taichiro,Engelhardt Michael D.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. American Institute of Steel Construction, Inc. (AISC). Seismic provisions for structural steel buildings. Standard ANSI/AISC 341-05. Chicago (IL, USA): AISC; 2005

2. Seismic eccentrically braced frames;Popov;Journal of Constructional Steel Research,1988

3. Behavior of built-up shear links under large cyclic displacement;Itani;Engineering Journal, American Institute of Steel Construction,2003

4. Cyclic testing of built-up steel shear links for the new bay bridge;McDaniel;Journal of Structural Engineering, American Society of Civil Engineers,2003

5. Hjelmstad KD, Popov EP. Seismic behavior of active beam link in eccentrically braced frames. Report No. UCB/EERC-83/15. Berkeley (Richmond, CA, USA): Earthquake Engineering Research Center, University of California; 1983

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