Experimental study of high-mode buckling behavior of flat steel core in a buckling-restrained brace-Reference-Cited by-同舟云学术

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Experimental study of high-mode buckling behavior of flat steel core in a buckling-restrained brace

Published:2024-09 Issue: Volume:314 Page:118320
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Lin Pao-Chun^ORCID,Chang Chih-Wei,Wu Bing-Cheng

Funder

Ministry of Science and Technology, Taiwan

Taiwan Ministry of Science and Technology

Publisher

Elsevier BV

Reference20 articles.

1. Watanabe A, Hitomi Y, Saeki E, Wada A, Fujimoto M. Properties of brace encased in buckling-restraining concrete and steel tube. In: Proceedings of ninth world conference on earthquake engineering. Vol. 4, 1988, p. 719–24.

2. Welded end-slot connection and debonding layers for buckling-restrained braces;Tsai;Earthq Eng Struct Dyn,2014

3. High-mode buckling responses of buckling-restrained brace core plates;Wu;Earthq Eng Struct Dyn,2014

4. Buckling-restrained braces and applications;Takeuchi,2017

5. Seismic design and testing of buckling-restrained braces with a thin profile;Lin;Earthq Eng Struct Dyn,2016

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