NDLI: The mechanism analysis of anti-Seismic performance of concrete-filled steel tube inclined column shear ring-RC ring beam joints

Content Provider	IEEE Xplore Digital Library
Author	Liu shu-xian Wei Xiao-gang Lv Li-ping
Copyright Year	2011
Description	Author affiliation: College of Architecture Engineering, LiaoNing Technical University, Fuxin, China (Wei Xiao-gang) \|\| Capital Construction Office, LiaoNing Technical University, Huludao, China (Liu shu-xian) \|\| College of Resources and Environment Engineering, LiaoNing Technical University, Fuxin, China (Lv Li-ping)
Abstract	As existing theoretical and experimental study of the joints are not perfect, especially the Seismic performance, it is difficult to make a comprehensive evaluation of the performance of the joints. Besides the formula and structure which are recommended lack of credibility, a number of joints which are not tested by engineering test have been used in the construction. So the buildings' security risk has been increased. In this paper, the insufficient performance of concrete-filled steel tube inclined column shear ring-RC ring beam joints has been paid more attention. The finite element software has been used to make finite element numerical simulation to simulate inclined column shear ring-RC ring beam joints, make analysis of the joints under low cyclic loading and get stress distribution of steel, shear rings and steel. The anti-seismic performances of right cylinder and inclined column which are made up of concrete-filled steel tube have been compared, and the hysteretic curves and skeleton curve of the load of end-column also have been drawn and compared. Through comparing the analysis results and experimental results, some useful and important conclusions have been got.
Starting Page	851
Ending Page	854
File Size	843066
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5776330
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Low cyclic loading Hysteretic curves Combinatorial structures Electron tubes Steel Finite element methods Skeleton curve Loading Inclined column Concrete Joints Seismic performance Load modeling Finite element Shear ring
Content Type	Text
Resource Type	Article

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