Structural behaviour of high-strength rectangular concrete-filled steel hollow section columns

[1]  Lin-Hai Han,et al.  Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading , 2003 .

[2]  N. E. Shanmugam,et al.  An analytical model for thin-walled steel box columns with concrete in-fill , 2002 .

[3]  M. Joyce,et al.  Strength of Eccentrically Loaded Slender Steel Tubular Columns Filled With High-Strength Concrete , 1992 .

[4]  D. J. Laurie Kennedy,et al.  THE FLEXURAL BEHAVIOUR OF CONCRETE-FILLED HOLLOW STRUCTURAL SECTIONS , 1994 .

[5]  Dalin Liu,et al.  Flexural behaviour of high-strength rectangular concrete-filled steel hollow sections , 2004 .

[6]  Brian Uy,et al.  Strength of short concrete filled high strength steel box columns , 2001 .

[7]  Robert Park,et al.  Strength of Concrete Filled Steel Tubular Columns , 1969 .

[8]  Robert Park,et al.  Axial Load Design for Concrete Filled Steel Tubes , 1970 .

[9]  Hanbin Ge,et al.  DUCTILITY OF CONCRETE-FILLED STEEL BOX COLUMNS UNDER CYCLIC LOADING , 1994 .

[10]  Kenji Sakino,et al.  EXPERIMENTAL STUDIES ON THE ULTIMATE MOMENT OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS , 1979 .

[11]  Mark A. Bradford,et al.  Australian Limit State Design Rules for the Stability of Steel Structures , 1987 .

[12]  Lin-Hai Han,et al.  Influence of concrete compaction on the strength of concrete-filled steel RHS columns , 2003 .

[13]  Lin-Hai Han,et al.  Flexural behaviour of concrete-filled steel tubes , 2004 .

[14]  Brian Uy,et al.  Strength of concrete filled steel box columns incorporating local buckling , 2000 .

[15]  Hanbin Ge,et al.  A CAPACITY PREDICTION PROCEDURE FOR CONCRETE-FILLED STEEL COLUMNS , 2001 .

[16]  Atorod Azizinamini,et al.  Behavior and strength of circular concrete-filled tube columns , 2002 .

[17]  Richard Sause,et al.  Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns , 2002 .

[18]  Hanbin Ge,et al.  Uniaxial stress–strain relationship of concrete confined by various shaped steel tubes , 2001 .

[19]  Jie Yuan,et al.  Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns , 2003 .

[20]  Stephen P. Schneider,et al.  Axially Loaded Concrete-Filled Steel Tubes , 1998 .

[21]  Surendra P. Shah,et al.  Stress-Strain Curves of Concrete Confined by Spiral Reinforcement , 1982 .

[22]  Lin-Hai Han,et al.  Effects of Sustained Load on Concrete-Filled Hollow Structural Steel Columns , 2004 .

[23]  Arthur H. Nilson,et al.  Spirally Reinforced High-Strength Concrete Columns , 1984 .

[24]  Thomas T. C. Hsu,et al.  Unified approach to shear analysis and design , 1998 .

[25]  Frederic Legeron,et al.  Uniaxial Confinement Model for Normal- and High-Strength Concrete Columns , 2003 .

[26]  Masahide Tomii,et al.  Experimental Studies on Concrete-Filled Steel Tubular Stub Columns under Concentric Loading , 1977 .

[27]  Lateral ReinforcementFor High-Strength Concrete Columns.  Lateral Reinforcement For High-Strength Concrete Columns , 1985 .

[28]  Charles W. Roeder,et al.  Composite Action in Concrete Filled Tubes , 1999 .

[29]  M. Ala Saadeghvaziri,et al.  State of the Art of Concrete-Filled Steel Tubular Columns , 1997 .

[30]  Hanbin Ge,et al.  Strength analysis of concrete-filled thin-walled steel box columns , 1994 .

[31]  Raphael H. Grzebieta,et al.  Concrete-filled circular steel tubes subjected to pure bending , 2001 .

[32]  E. Nawy.  Reinforced Concrete: A Fundamental Approach , 1985 .

[33]  Sujeeva Setunge,et al.  STRESS - STRAIN RELATIONSHIP OF CONFINED AND UNCONFINED CONCRETE , 1996 .

[34]  Pedro Colmar Gonçalves da Silva Vellasco,et al.  Experimental behaviour of end plate i-beam to concrete-filled rectangular hollow section column joints , 2002 .

[35]  Brian Uy,et al.  Strength of slender concrete-filled steel box columns incorporating local buckling , 2002 .

[36]  Helmut G. L. Prion,et al.  Beam-column behaviour of steel tubes filled with high strength concrete , 1994 .

[37]  S. Popovics.  A numerical approach to the complete stress-strain curve of concrete , 1973 .

[38]  H Shakir-Khalil,et al.  RESISTANCE OF CONCRETE-FILLED STEEL TUBES TO PUSHOUT FORCES , 1993 .

[39]  H Shakir-Khalil,et al.  PUSHOUT STRENGTH OF CONCRETE-FILLED STEEL HOLLOW SECTION TUBES , 1993 .

[40]  Yong Wang.  Tests on slender composite columns , 1999 .

[41]  Hanbin Ge,et al.  Cyclic Tests of Concrete-Filled Steel Box Columns , 1996 .

[42]  Dalin Liu,et al.  Axial load behaviour of high-strength rectangular concrete-filled steel tubular stub columns , 2005 .

[43]  B. Vijaya Rangan,et al.  Tests on High-Strength Concrete-Filled Steel Tubular Columns , 1999 .

[44]  M A Bradford.  LOCAL AND POST-LOCAL BUCKLING OF FABRICATED BOX MEMBERS , 1985 .

[45]  Dk Bull,et al.  High Strength Concrete: Current Overseas Technology and Its Application in New Zealand , 1991 .

[46]  Hiroshi Nakai,et al.  An experimental study on creep of concrete filled steel pipes , 2001 .

[47]  Dalin Liu.  Behaviour of high strength rectangular concrete-filled steel hollow section columns under eccentric loading , 2004 .

[48]  Lin-Hai Han,et al.  Tests on Stub Columns of Concrete-filled RHS Sections , 2002 .

[49]  Brian Uy,et al.  Strength of concrete filled steel box columns incorporating interaction buckling , 2003 .

[50]  Hiroyuki Nakahara,et al.  Behavior of centrally loaded concrete-filled steel-tube short columns , 2004 .

[51]  Ivan M. Viest.  Load and Resistance Factor Design for Steel Buildings , 1981 .

[52]  Kenji Sakino,et al.  ELASTO-PLASTIC BEHAVIOR OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS , 1979 .

[53]  Richard W. Furlong,et al.  Strength of Steel-Encased Concrete Beam Columns , 1967 .

[54]  Richard W. Furlong.  Design of Steel-Encased Concrete Beam-Columns , 1968 .

[55]  Dalin Liu,et al.  Tests on high-strength rectangular concrete-filled steel hollow section stub columns , 2005 .

[56]  Toshiaki Fujimoto,et al.  BEHAVIOR OF ECCENTRICALLY LOADED CONCRETE-FILLED STEEL TUBULAR COLUMNS , 2004 .

[57]  Russell Q. Bridge,et al.  DESIGN OF CIRCULAR THIN-WALLED CONCRETE FILLED STEEL TUBES , 2000 .

[58]  Hanbin Ge,et al.  Strength of Concrete‐Filled Thin‐Walled Steel Box Columns: Experiment , 1992 .

[59]  Mark A. Bradford,et al.  Elastic local buckling of steel plates in composite steel-concrete members , 1996 .

[60]  Brian Uy,et al.  Local and post-local buckling of concrete filled steel welded box columns , 1998 .

[61]  M. Sargin.  Stress-strain relationships for concrete and the analysis of structural concrete sections , 1971 .

[62]  Brian Uy,et al.  STATIC LONG-TERM EFFECTS IN SHORT CONCRETE-FILLED STEEL BOX COLUMNS UNDER SUSTAINED LOADING , 2001 .

[63]  M. A. Saadeghvaziri,et al.  NONLINEAR RESPONSE OF CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER AXIAL LOADING , 1999 .