基金项目：教育部博士学科点基金项目(20040710001);陕西省自然科学基础研究计划项目(2003E215)
作者简介：裴万吉(1978-),男,河北唐山人,工学硕士,E-mail:peiwanji@tom.com.
作者单位：裴万吉（中建一局钢结构工程有限公司,北京,100073）
赵均海（长安大学,建筑工程学院,陕西,西安,710061）
魏雪英（长安大学,建筑工程学院,陕西,西安,710061）
参考文献：
[1]KENJI S,HIROYUKI N,SHOSUKE M,et al.Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns[J].Journal of Structural Engineering,2004,130(2):180-188.
[2]HU H,ASCE M,HUANG C,WU M,et al.Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect[J].Journal of Structural Engineering,2003,129(10):1 322-1 329.
[3]AMIR F,FRANK S Q,SAMI R.Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads[J].Journal of Structural Engineering,2004,130(4):631-640.
[4]蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003.CAI Shao-huai.Modern Concrete-Filled Steel Tube Structure[M].Beijing:China Communications Press,2003.
[5]韩林海.钢管混凝土结构[M].北京:科学出版社,2000.HAN Lin-hai.Concrete-Filled Steel Tube Structure[M].Beijing:Science Press,2000.
[6]赵均海.强度理论及其工程应用[M].北京:科学出版社,2003.ZHAO Jun-hai.Intension Theory and Its Engineering Application[M].Beijing:Science Press,2003.
[7]韩林海.钢管高强混凝土压弯构件力学性能研究[J].哈尔滨建筑大学学报,1997,30(5):24-29.HAN Lin-hai.Researches for the Behavior of High Strength Concrete Filled Steel Tubular Compression-Bending Members[J].Journal of Harbin University of Civil Engineering and Architecture,1997,30(5):24-29.
[8]聂建国,秦凯,张桂标.方钢管混凝土柱内隔板式节点的抗弯承载力研究[J].建筑科学与工程学报,2005,22(1):42-49.NIE Jian-guo,QIN Kai,ZHANG Gui-biao.Experimental Research and Theoretical Analysis on Flexural Capacity of Connections for Concrete-Filled Steel Square Tubular Columns with Inner Diaphragms[J].Journal of Architecture and Civil Engineering,2005,22(1):42-49.
[9]赵均海,郭红香,魏雪英.圆中空夹层钢管混凝土柱承载力研究[J].建筑科学与工程学报,2005,22(1):50-54.ZHAO Jun-hai,GUO Hong-xiang,WEI Xue-ying.Research on Bearing Capacity of Concrete Filled Double Skin Steel Tubes Column[J].Journal of Architecture and Civil Engineering,2005,22(1):50-54.
[10]黄宏.方中空夹层钢管砼轴压力学性能的理论分析[J].华东交通大学学报,2003,20(2):19-21.HUANG Hong.Analysis on the Behavior of Concrete Filled Double Skin Steel Tubes(SHS Outer and SHS Inner) Subjected to Axial Compression[J].Journal of East China Jiaotong University,2003,20(2):19-21.
[11]WEI S,MAU S T,VIPULANANDAN C,et al.Performance of New Sandwich Tube Under Axial Loading:Experiment[J].Journal of Structural Engineering,1995,121(12):1 806-1 814.
[12]WEI S,MAU S T,VIPULANANDAN C,et al.Performance of New Sandwich Tube Under Axial Loading:Analysis[J].Journal of Structural Engineering,1995,121(12):1 814-1 821.
[13]陶忠,韩林海,黄宏.方中空夹层钢管混凝土偏心受压柱力学性能的研究[J].土木工程学报,2003,36(2):33-51.TAO Zhong,HAN Lin-hai,HUANG Hong.Concrete-Filled Double Skin Steel Tubular Column with Square Section Under Eccentric Loads[J].China Civil Engineering Journal,2003,36(2):33-51.
[14]吕天启,赵国藩.内(圆)钢管增强方钢管混凝土偏压柱极限承载力分析数值方法[J].大连理工大学学报,2001,41(5):612-616.LU Tian-qi,ZHAO Guo-fan.Numerical Method for Analysis of Ultimate Strength of Concrete-Filled Square Steel Tubular Columns Under Eccentric Compression Reinforced by Inner Circular Steel Tube[J].Journal of Dalian University of Technology,2001,41(5):612-616.
[15]蔡绍怀,焦占拴.复式钢管混凝土柱的基本性能和承载力计算[J].建筑结构学报,1997,18(6):20-25.CAI Shao-huai,JIAO Zhan-shuan.Behavior and Ultimate Load Analysis of Multibarrel Tube-Confined Concrete Columns[J].Journal of Building Structures,1997,18(6):20-25.
[16]钟善桐.钢管混凝土结构[M].北京:清华大学出版社,2003.ZHONG Shan-tong.Concrete-Filled Steel Tube Structure[M].Beijing:Tsinghua University Press,2003.
[17]周明.方钢管混凝土构件力学性能研究[D].哈尔滨:哈尔滨工业大学,2000.ZHOU Ming.Mechanical Behavior Research on Squarel Steel Tube Confined Concrete[D].Harbin:Harbin Institute of Technology,2000.
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