[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 SectionUnder 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.
[1]刘永健,姜 磊,张 宁.钢管混凝土中钢管的纵向容许应力[J].建筑科学与工程学报,2015,32(06):1.
LIU Yong-jian,JIANG Lei,ZHANG Ning.Longitudinal Allowable Stress of Steel Tube in Concrete-filled Steel Tube[J].Journal of Architecture and Civil Engineering,2015,32(01):1.
[2]李文贵,罗智予,龙 初,等.钢管混凝土与钢管再生骨料混凝土抗冲击性能研究综述[J].建筑科学与工程学报,2016,33(04):25.
LI Wen-gui,LUO Zhi-yu,LONG Chu,et al.Review of Impact Resistance of CFST and RACFST[J].Journal of Architecture and Civil Engineering,2016,33(01):25.
[3]赵金钢,赵人达,占玉林.钢管混凝土徐变效应随机性灵敏度分析[J].建筑科学与工程学报,2016,33(04):44.
ZHAO Jin-gang,ZHAO Ren-da,ZHAN Yu-lin.Randomness Sensitivity Analysis of Creep Effect for Concrete-filled Steel Tube[J].Journal of Architecture and Civil Engineering,2016,33(01):44.
[4]晏巧玲,陈宝春,薛建阳.钢管混凝土平缀管格构柱换算长细比计算方法[J].建筑科学与工程学报,2016,33(06):98.
YAN Qiao-ling,CHEN Bao-chun,XUE Jian-yang.Calculation Method on Equivalent Slenderness Ratio of Concrete-filled Steel Tube Battened Columns[J].Journal of Architecture and Civil Engineering,2016,33(01):98.
[5]黄卿维,余印根,韦建刚,等.钢管混凝土拱桥技术状况检测与评定[J].建筑科学与工程学报,2011,28(03):34.
HUANG Qing-wei,YU Yin-gen,WEI Jian-gang,et al.Technical Detection and Assessment of Concrete-filled Steel
Tubular Arch Bridge[J].Journal of Architecture and Civil Engineering,2011,28(01):34.
[6]檀永杰,徐波,吴智敏,等.基于超声对测法的钢管混凝土脱空检测试验[J].建筑科学与工程学报,2012,29(02):102.
TAN Yong-jie,XU Bo,WU Zhi-min,et al.Experiment on Void Area Testing of Concrete-filled Steel Tube Based on
Ultrasonic Testing Method[J].Journal of Architecture and Civil Engineering,2012,29(01):102.
[7]魏锦,赵均海,刘彦东,等.钢管混凝土轴压短柱的极限承载力分析[J].建筑科学与工程学报,2008,25(03):81.
WEI Jin,ZHAO Jun-hai,LIU Yan-dong,et al.Analysis of Ultimate Bearing Capacity of Concrete-filled Steel
Tubular Axial Compression Short Columns[J].Journal of Architecture and Civil Engineering,2008,25(01):81.
[8]高婧,陈宝春.波形钢板钢管混凝土柱的极限承载力[J].建筑科学与工程学报,2008,25(04):47.
GAO Jing,CHEN Bao-chun.Ultimate Load Carrying Capacity of Concrete-filled Steel Tubular
Column with Corrugated Steel Webs[J].Journal of Architecture and Civil Engineering,2008,25(01):47.
[9]王毅红,郭增辉,李先顺,等.带有芯钢管的钢管混凝土节点的受力机理[J].建筑科学与工程学报,2007,24(01):64.
WANG Yi-hong,GUO Zeng-hui,LI Xian-shun,et al.Bearing Mechanism of Concrete-filled Steel Tubular Joint with Core Steel Tube[J].Journal of Architecture and Civil Engineering,2007,24(01):64.
[10]宋兵,王湛.高强混凝土自收缩对钢管混凝土轴压力学性能的影响[J].建筑科学与工程学报,2007,24(02):59.
SONG Bing,WANG Zhan.Influences of Autogenous Shrinkage of High-strength Concrete on AxialCompression Mechanics Behavior of Concrete-filled Steel Tube[J].Journal of Architecture and Civil Engineering,2007,24(01):59.