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《Journal of Guangzhou University(Natural Science Edition)》 2012-06
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Design and analysis of joint of slab-column of underground engineering by top-down method

SHEN Kai-peng1,WEI Xi-ling2,JIA Jian-hua2,XIANG Wei-ming1(1.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China; 2.Guangzhou Air Defence Institute of Architectural Design Co.,Ltd.,Guangzhou 510500,China)  
According to the stress problem coming from change in the form of nodes of slab-column structure by Reversed Construction for underground engineering,in this paper,we introduce the construction technology of Reversed and the design approach of slab-column connections of an underground project,studying the stress of the ring beam with using finite element software.The paper verifies the reliability of the use of ring beam in the connections,checks the strength of the outsourcing column,and summarizes the characteristics of the ring beam used in Reversed of underground engineering.
【CateGory Index】: TU93
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【Citations】
Chinese Journal Full-text Database 8 Hits
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【Co-citations】
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1 WANG Jian-hua~1 , XU Zhong-hua~1 , CHEN Jin-jian~1 , WANG Wei-dong~2 (1. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200030, China; 2. East China Architectural Design & Research Institute Co.Ltd., Shanghai 200002, China);Deformation Properties of Diaphragm Wall Due to Deep Excavation in Shanghai Soft Soil[J];;2005-04
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