Effects of the clearance between the core plate and restraining part on the structural performance of the buckling‐restrained brace using steel mortar planks

Author:

Fujita Masanori1,Nakamura Makoto1,Awazu Kengo1,Iwata Mamoru2

Affiliation:

1. Kanagawa University Dept. of Architecture & Building Eng. Yokohama Kanagawa 221‐8686 Japan

2. Kanagawa University Yokohama Kanagawa 221‐8686 Japan

Publisher

Wiley

Subject

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

Reference19 articles.

1. Architectural Institute of Japan(2014)Recommended Provisions for Seismic Damping System applied to Steel Structures.

2. Buckling-restrained brace using round steel bar cores restrained by inner round steel tubes and outer square steel tube

3. Proper range of clearance for the design of the buckling restrained brace cover;Yoshida K.;Journal of Structural Engineering,2018

4. Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables

5. Experimental and analytical studies of sub-standard RC frames retrofitted with buckling-restrained braces and steel frames

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