QQ客服 官方微博 反馈留言

	Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending
	Lin-Hai Han ; Fei-Yu Liao ; Zhong Tao ; Zhe Hong
	2010-10-12 ; 2010-10-12
关键词	Practical/ bending construction components reinforced concrete/ concrete filled steel tube reinforced concrete columns cyclic bending constant axial load cyclically increasing flexural loading ductility stiffness energy dissipation/ E2110A General shapes and structures E2180B Plasticity (mechanical engineering) E1710 Engineering materials
中文摘要	This paper reports nine test results of concrete filled steel tube reinforced concrete (CFSTRC) columns, which were tested under constant axial load and cyclically increasing flexural loading. The main parameters varied in the experiments were axial load level and cross-sectional type. The influence of these parameters on strength, ductility, stiffness and energy dissipation was investigated. It was found that, in general, CFSTRC columns exhibit favourable energy dissipation and ductility, even when the columns were subjected to high axial loads. This type of composite column is adoptable in practical engineering, particularly in regions of high seismicity. [All rights reserved Elsevier].
语种	英语
出版者	Elsevier Science Ltd. ; UK
内容类型	期刊论文
源URL	[http://hdl.handle.net/123456789/82140]
专题	清华大学
推荐引用方式 GB/T 7714	Lin-Hai Han,Fei-Yu Liao,Zhong Tao,et al. Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending[J],2010, 2010.
APA	Lin-Hai Han,Fei-Yu Liao,Zhong Tao,&Zhe Hong.(2010).Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending..
MLA	Lin-Hai Han,et al."Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending".(2010).

个性服务

查看访问统计

相关权益政策

暂无数据

收藏/分享

除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。