EXPERIMENT RESEARCH ON ASEISMATIC BEHAVIOR OF JOINTS OF HEAVY-LOAD STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE

Wen Yuping; Wang Qingxiang

doi:10.13204/j.gyjz200803006

Volume 38 Issue 3

Dec. 2014

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Wen Yuping, Wang Qingxiang. EXPERIMENT RESEARCH ON ASEISMATIC BEHAVIOR OF JOINTS OF HEAVY-LOAD STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 20-22,8. doi: 10.13204/j.gyjz200803006

Citation:

Wen Yuping, Wang Qingxiang. EXPERIMENT RESEARCH ON ASEISMATIC BEHAVIOR OF JOINTS OF HEAVY-LOAD STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 20-22,8. doi: 10.13204/j.gyjz200803006

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EXPERIMENT RESEARCH ON ASEISMATIC BEHAVIOR OF JOINTS OF HEAVY-LOAD STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE

doi: 10.13204/j.gyjz200803006

1.
Dalian University of Technology,Dalian 116024

Received Date: 2007-08-20
Publish Date: 2008-03-20

Abstract

Abstract

The joint design of heavy-load is very important to prevent the collapse of a structure. Repeat low cycle loading tests are carried out on a new type of joint of heavy-load columns. The evaluations are made for the earthquake-resistant behavior of the joints. The test results show the new type of joint of heavy-load columns can provide higher shear bearing capacity and excellent aseismatic behavior.
- heavy-load column,
- bearing capacity,
- aseismatic behavior,
- ductility,
- joint