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《Building Science Research of Sichuan》 2005-01
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Analysis of sensitivity factor to bearing capacityof concrete-filled steel tube

HUANG Ming-kui~1,LI Bin~2,WANG Ren~1,LIU Hai-sheng~2(1.Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan430071,China;2.Department of Civil Engineering,Baotou Steel & Iron Institute,Baotou014010,China;)  
Bearing capacity to concrete-filled steel tube is analyzed through orthographic design method.Its conclude is that the stength of concrete is the most important factor to effect the bearing capacity of component.Next to the confinable effect coefficient.The minimum factor is the strength of steel tube.The test way is designated.
【CateGory Index】: TU398.9
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2 XIANG Kai1 LU Zhoudao1 LIU Huaxin2(1.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.Department of Civil Construction,Liaoning Institute of Technology,Liaoning 121001,China);Bearing Capacity Analysis of Concrete-Filled Steel Tubes Using Robust Design Method[J];Structural Engineers;2007-01
3 CHENG Jia-yuan;Analysis of local bearing capacity of concrete-filled steel column[J];Shanxi Architecture;2010-08
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6 CHU Yunpeng,LEI Jinsong(College of Civil Engineering,Soutuwest Univ.of Tech.,Mianyang 621010,China);Mechanical property analysis on steel plate joint of concrete-filled square steel tubular column with RC beam[J];Sichuan Building Science;2009-04
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10 HU Feng1,CHEN Huai2,LI Jingbin2(1.Henan Transportation Research Institute Co.,Ltd.,Zhengzhou 450006,China; 2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China);Stability analysis of the Zhanhe double X-arch bridge considering suspender fracture[J];Sichuan Building Science;2011-05
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2 Tu Yongqing Li Cong(Dept.of Civil Engineering,Beijing University of Aeronautics and Astronautics,Beijing 100083,China);Integral method for ultimate load analysis of concrete-filled steel tubular columns[J];Journal of Beijing University of Aeronautics and Astronautics;2005-10
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5 DING Fa-xing , *YU Zhi-wu (Civil and Architecture College, Central South University, Changsha 410075, China);A METHOD FOR CALCULATION OF THE MECHANICAL PROPERTIES OF CONCRETE-FILLED TUBULAR STEEL STUB COLUMNS[J];Engineering Mechanics;2005-03
6 ZHONG Shan-tong School of Civil Engineering Harbin Institute of Technology Harbin 150090 China;Co-working of steel tube and concrete in concrete-filled steel tubeCFSTmembers[J];Journal of Harbin University of Civil Engineering and Architecture;2001-01
7 Han Linhai;Feng Jiubin;Constitutive Relations of Concrete and Its Applications in the Integral Analysis of Concrete Filled Steel Tube[J];JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE;1995-05
8 HOU Gao-feng1,WANG Jian-guo1,ZHANG Mao2(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.Hefei Architectural Design and Research Institute,Hefei 230001,China);Application of MIDAS/GEN in elasto-plastic static analysis of tall buildings[J];Journal of Hefei University of Technology(Natural Science);2008-10
9 SHAN Bo , HUANG Zheng yu (College of Civil Engineering,Hunan Univ,Changsha 410082,China);Applying Robust Design to Analyze Load-bearing Capacity of Simply Supported Beam[J];Journal of Hunan University(Naturnal Science);2001-S1
10 SHU Xing-ping~1,DING Guo-qiang~1, LIN Peng~1,JIANG Xiao-hui~2(1.Institute of Steel Structure, College of Civil Engineering, Hunan Univ,Changsha,Hunan410082,China;2.Shanghai Baosteel Metallurgical Construction Corporation,Shanghai,200941,China);Practical Second-Order Elastic Analysis for Semi-Rigid Space Frames[J];Journal of Hunan University (Natural Science);2005-02
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 XU Yan-jian ZHONG De-ming;Exploration on construction technology of concrete-filled steel tube[J];Shanxi Architecture;2010-31
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