Finite Element Analysis on Exterior Joint of Reinforced Concrete Frame Structure

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Abstract:

To investigate the effect of the horizontal construction joint on seismic behavior of the exterior joint of the reinforced concrete frame structure, the numerical simulation of the exterior joint with the construction joint under the low cyclic loading was done. The experimental results and the numerical simulation values were compared. Seen from the ultimate load, the experiment value is 158.7kN, the simulation value is 170kN, the relative error is about 11%.Further analysis of the exterior joint of reinforced concrete frame skeleton properties, the feasibility of applying unit construction joints is verified.

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172-175

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ge Xiao, Zhang Hua: Shanxi building Vol. 32(2008), p.99

Google Scholar

[2] L.M. Megget, R. Park: New Zealand Engineering Vol. 26(1971), p.341

Google Scholar

[3] R. Sadjadi, M.R. Annual Conference-Canadian society for Civil Engineer Vol. (2005), p.10

Google Scholar

[4] Chen Cheng: Harbin Institute of Technology, Master Thesis ,2009.

Google Scholar

[5] Lu Xilin, Jin Guofang, WuXiaohan. Reinforced concrete structural nonlinear finite element theory and application [M]. ShangHai: Tongji university press, 1999.

Google Scholar

[6] Zhang Weidong : Nanjing University of Technology, Master Thesis ,2006.

Google Scholar

[7] Xu Yafeng, Wang Lianguang, Bai Shouyan, Liang Li: Progress in steel Building structures Vol. 7(2005), p.37

Google Scholar