The influence of beam stiffness on seismic response of chevron concentric bracings
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference54 articles.
1. Experimental study on the hysteretic behavior of K-type braced frame subjected to repeated load;Shibata;Trans. Archit. Inst. Jpn.,1963
2. Seismic behavior of full-scale concentrically braced steel building structure;Yamanouchi;J. Struct. Eng. ASCE,1989
3. Seismic performance of steel frames with inverted V braces;Fukuta;J. Struct. Eng. ASCE,1989
4. Seismic behavior of concentrically braced steel frames;Khatib,1988
5. Seismic design of low- and medium-rise chevron braced steel frames;Tremblay;Can. J. Civ. Eng.,2000
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