Experimental study on stress performance of steel tube concrete beam and column joints
[1]LIU Lixin,Liu Jiahui.Experimental study on stress performance of steel tube concrete beam and column joints[J].Journal of Zhengzhou University (Engineering Science),2003,24(03):1-5.[doi:10.3969/j.issn.1671-6833.2003.03.001]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
24卷
Number of periods:
2003年03期
Page number:
1-5
Column:
Public date:
1900-01-01
- Title:
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Experimental study on stress performance of steel tube concrete beam and column joints
- Keywords:
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steel tube concrete columns; Reinforced concrete beam-steel tube concrete column joint; ring beams; Seismic design
- CLC:
- -
- DOI:
- 10.3969/j.issn.1671-6833.2003.03.001
- Abstract:
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The stress performance of reinforced concrete beams and steel tube concrete column joints is a key issue affecting the application of steel tube concrete structures. According to the engineering practice of a telecommunication hub center, a new joint construction form of corbel + ring beam was proposed, and the joint model under static load and repeated load was studied according to the similar principle. The experimental results show that the force transmission route of this node is clear and the force performance is better. According to the experimental results, the improved new type of node has been used in engineering practice.
- References:
- -
- Similar References:
Memo
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Last Update:
1900-01-01