Liang Shahe, Li Aiqun, Peng Fengbei. EXPERIMENTAL STUDY ON DYNAMIC PROPERTY OF CONTROLLABLE DAMPING-VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 39-42. doi: 10.13204/j.gyjz201005007
Citation:
Lu Fangwei, Chen Jianbin, Li Siping, Li Dawang. EXPERIMENTAL STUDIES ON BEBAVIOR OF CONCRETE FILLED NON-UNI-THICKNESSWALLED RECTANGULAR STEEL TUBE SUBJECTED TO PURE BENDING[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(3): 31-34. doi: 10.13204/j.gyjz200803009
Liang Shahe, Li Aiqun, Peng Fengbei. EXPERIMENTAL STUDY ON DYNAMIC PROPERTY OF CONTROLLABLE DAMPING-VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 39-42. doi: 10.13204/j.gyjz201005007
Citation:
Lu Fangwei, Chen Jianbin, Li Siping, Li Dawang. EXPERIMENTAL STUDIES ON BEBAVIOR OF CONCRETE FILLED NON-UNI-THICKNESSWALLED RECTANGULAR STEEL TUBE SUBJECTED TO PURE BENDING[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(3): 31-34. doi: 10.13204/j.gyjz200803009
EXPERIMENTAL STUDIES ON BEBAVIOR OF CONCRETE FILLED NON-UNI-THICKNESSWALLED RECTANGULAR STEEL TUBE SUBJECTED TO PURE BENDING
1.
1. Wuhan Municipal Engineering Design &Research Institute,Wuhan 430015;
2.
2. Department of Engineering Mechanics,Shanghai Jiaotong University,Shanghai 200240;
3.
3. College of Architecture and Civil Engineering,Zhengzhou University,Zhengzhou 450002
Received Date: 2007-09-22
Publish Date:
2008-03-20
Abstract
Tests on three non-un-i thickness walled rectangular CFT(concrete-filled steel tube) members subjected to pure bending are carried out. The mechanical behavior of the member is studied. The experimental results show that non-un-i thickness walled rectangular CFT members subjected to pure bending have good ductility and high bearing capacity. The bearing capacity of non-un-i thickness walled rectangular CFT members subjected to pure bending is prior to un-i thickness walled rectangular CFT members under the same stee-l ratio condition. The conclusions can be a reference for the design and the theory study of non-uni-thickness walled rectangular CFT members.
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