Cyclic behaviour of Y-shaped eccentrically braced frames fabricated with high-strength steel composite
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- 作者：Feng Wanga ; Mingzhou Sua ; sumingzhou@163.com" class="auth_mail" title="E-mail the corresponding author ; Min Hongb ; Yirong Guoc ; Shaohua Lib
- 关键词：HSS-EBFs ; eccentrically braced frames fabricated with high-strength steel ; Y-HSS-EBFs ; Y-shaped eccentrically braced frames fabricated with high-strength steel ; EBFs ; eccentrically braced frames ; H-EBFs ; eccentrically braced frames with horizontal links ; V-EBFs ; eccentrically braced frames with vertical link ; LVDTs ; linear variable displacement transducers ; HSS ; High-strength steel
- 刊名：Journal of Constructional Steel Research
- 出版年：2016
- 出版时间：April 2016
- 年：2016
- 卷：120
- 期：Complete
- 页码：176-187
- 全文大小：3249 K
文摘
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The seismic behaviour of Y-shaped HSS-EBFs was examined.
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The test specimen was a half-scale three-storey one-bay by one-bay building.
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Plastic deformation is mainly due to shear and bending of the link web and flange.
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The HSS beam–column frame provided surplus bearing capacity.