Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Huang Dan, Hou Lei, Cai Jian. EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(3): 128-132,42. doi: 10.13204/j.gyjz201203027
Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Huang Dan, Hou Lei, Cai Jian. EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(3): 128-132,42. doi: 10.13204/j.gyjz201203027
EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING
1.
1. Guangdong Electric Power Design Institute,Guangzhou 510000,China;
2.
2. School of Civil Engineering and Transportation of South China University of Technology,Guangzhou 510000,China
Received Date: 2011-10-08Publish Date:
2012-03-20
Abstract
Experiment on three 1∶5 specimens of the plant column with web opening subjected to eccentric loading is carried out to study the failure mode,the strain,deformation and bearing capacity.The experimental results exhibit that the capacity and the deformation mode are deeply suffering from the influence of web openings,The effect of improving the mechanical behavior of the column by setting the stiffeners surrounding the opening is quite limited,but evidently by setting both stiffeners and thickening the web,the local shear deformation character is presented in the opening area.The works in this paper could be a reference for the design of congener structural components.
References
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