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:
Du Derun, Wang Xiuxin, Li Aiqun, Chen Lihua, Yin Baocai. CALCULATION OF AXIAL COMPRESSION CAPACITY FOR SRC COLUMNS WITH CIRCLE STEEL TUBE AND ANALYSIS OF RADIUS- THICKNESS RATIO[J]. INDUSTRIAL CONSTRUCTION , 2005, 35(4): 91-94. doi: 10.13204/j.gyjz200504027
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:
Du Derun, Wang Xiuxin, Li Aiqun, Chen Lihua, Yin Baocai. CALCULATION OF AXIAL COMPRESSION CAPACITY FOR SRC COLUMNS WITH CIRCLE STEEL TUBE AND ANALYSIS OF RADIUS- THICKNESS RATIO[J]. INDUSTRIAL CONSTRUCTION , 2005, 35(4): 91-94. doi: 10.13204/j.gyjz200504027
CALCULATION OF AXIAL COMPRESSION CAPACITY FOR SRC COLUMNS WITH CIRCLE STEEL TUBE AND ANALYSIS OF RADIUS- THICKNESS RATIO
Received Date: 2004-12-10Publish Date:
2005-04-20
Abstract
The actual ultimate strength of steel tube and core concrete is given according to steel tube yielded, with a view?of restriction of outer concrete and hoop bar on steel tube and core concrete.The calculation formula of axial compression?capacity for SRC columns with circle steel tube is established.The calculation results agree well with the test results.On the?basis of this, the relation between the ratio of radius-thickness and strength is also analyzed.Some advice is proposed for?design.
References
[2] 周起敬, 姜维山, 潘泰华.钢与混凝土组合结构设计施工手册.北京:中国建筑工业出版社, 1991;
林拥军.配有圆钢管的钢骨混凝土柱试验研究:[博士学位论文].南京:东南大学, 2002;
[3] 曹平周.钢管混凝土柱侧压效应系数分析和极限强度计算.钢结构, 1998, 13(3):20~24;
[4] ECES28B90钢管混凝土结构设计与施工规程;
[5] 徐明.约束式钢骨混凝土柱的试验、理论与应用研究:[博士学位论文].南京:东南大学, 2000
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