2010年2月
Local buckling restraint condition for core plates in buckling restrained braces
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
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- 巻
- 66
- 号
- 2
- 開始ページ
- 139
- 終了ページ
- 149
- 記述言語
- 英語
- 掲載種別
- DOI
- 10.1016/j.jcsr.2009.09.002
- 出版者・発行元
- ELSEVIER SCI LTD
Buckling Restrained Braces (BRBs) are commonly used as bracing elements in seismic zones. A key limit state governing BRB design is to prevent flexural buckling. However. when the wall thickness of the steel tube restrainer is relatively small compared to the cross-section of the core plate. the restraint conditions against the local buckling of the core plate can be critical for the stability and strength of the BRB. In this study, cyclic loading tests and numerical analyses of BRBs were carried out using various tube restrainer configurations to investigate the influence of local buckling of the restrainer on BRB strength and ductility. (C) 2009 Elsevier Ltd. All rights reserved.
- リンク情報
- ID情報
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- DOI : 10.1016/j.jcsr.2009.09.002
- ISSN : 0143-974X
- eISSN : 1873-5983
- CiNii Articles ID : 80020789127
- Web of Science ID : WOS:000272561500001