DESIGN AND EXPERIMENTAL STUDY ON THE JOINTS OF NATIONAL GYMNASIUM

Qin Jie; Chen Xinli; Xu Ruilong; Qin Yang; Xu Yake; Li Zhenbao

doi:10.13204/j.gyjz200701004

Volume 37 Issue 1

Dec. 2014

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Qin Jie, Chen Xinli, Xu Ruilong, Qin Yang, Xu Yake, Li Zhenbao. DESIGN AND EXPERIMENTAL STUDY ON THE JOINTS OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 12-15. doi: 10.13204/j.gyjz200701004

Citation:

Qin Jie, Chen Xinli, Xu Ruilong, Qin Yang, Xu Yake, Li Zhenbao. DESIGN AND EXPERIMENTAL STUDY ON THE JOINTS OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 12-15. doi: 10.13204/j.gyjz200701004

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DESIGN AND EXPERIMENTAL STUDY ON THE JOINTS OF NATIONAL GYMNASIUM

doi: 10.13204/j.gyjz200701004

1.
1 Beijing Building Construction Research Institute Beijing 100039;
2.
2 Beijing Institute of Architectural Design Beijing 100045;
3.
3 Guoao Investment &Development Co.,Ltd Beijing 100101;
4.
4 Beijing University of Technology Beijing 100022

Received Date: 2006-09-19
Publish Date: 2007-01-20

Abstract

Abstract

The roof structure system of the National Gymnasium is bidirectional truss string structure.As a new structure system,the shape and structural behavior of the joints are more complicated,the design of the joints is extremely difficult. The design process of the post end joints and the cast steel joints at the end of the cable is introduced.The calculation and experimental study about the slide-resistant behavior between the cable and the post down end joint are carried out.The joint plan and test data can be referenced by other similar projects.
- bidirectional truss string structure,
- design of the joints,
- slide -resistant test