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	Finite Element Analysis of Ultimate Load-Carrying Capacity of CFST-CSW Arches
	Gao, Jing ; Chen, Baochun ; Gao J(高婧)
	2011
英文摘要	Conference Name:International Conference on Structures and Building Materials. Conference Address: Guangzhou, PEOPLES R CHINA. Time:JAN 07-09, 2011.; In order to better understand the behavior of CFST-CSW arch, experiment on two hingeless CFST-CSW arches are described in this paper, subjected to in-plane symmetrical and asymmetrical loading respectively. The experiment yield important information regarding the manifestation of the limit state and also afford an opportunity to verify finite element modeling techniques for use in a parametric study. The parametric study reveals that the load-carrying capacity is influenced by many factors including the rise-to-span ratio, slenderness ratio, loading cases and material properties.
语种	英语
出处	http://dx.doi.org/10.4028/www.scientific.net/AMR.163-167.1910
出版者	ADV MATER RES-SWITZ
内容类型	其他
源URL	[http://dspace.xmu.edu.cn/handle/2288/85483]
专题	建筑土木－会议论文
推荐引用方式 GB/T 7714	Gao, Jing,Chen, Baochun,Gao J. Finite Element Analysis of Ultimate Load-Carrying Capacity of CFST-CSW Arches. 2011-01-01.

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