American Concrete Institute.ACI 209R-92.Prediction ofcreep,shrinkage and temperature effects in concretestructures[S].Farmington Hills,Michigan,USA:American Concrete Institute,1992.
[5]
HAN Lin-hai,TAO Zhong,LIU Wei.Effects of sustainedload on concrete-filled HSS(hollow structural steel)columns[J].Journal of Structural Engineering ASCE,2004,130(9):1392-1404.
[6]
KWON S H,KIM T H,KIM Y Y,et al.Long-termbehaviour of square concrete-filled steel tubular columnsunder axial service loads[J].Magazine of ConcreteResearch,2007,59(1):53-68.
LEGERON F,PAULTRE P.Uniaxial confinement modelfor normal and high-strength concrete columns[J].Journal of Structural Engineering ASCE,2003,129(2):241-252.
[11]
廖飞宇,韩林海.方形钢管混凝土叠合柱的力学性能研究[J].工程力学,2010,27(4):153-162.LIAO Fei-yu,HAN Lin-hai.Performance of concrete-filledsteel tube reinforced concrete columns with square sections[J].Engineering Mechanics,2010,27(4):153-162.(in Chinese)
[12]
HAN Lin-hai,LIAO Fei-yu,TAO Zhong,et al.Performance of concrete filled steel tube reinforced concretecolumns subjected to cyclic bending[J].Journal ofConstructional Steel Research,2009,65(8-9):1607-1616.
[13]
周君,楼文娟,孙军华.内配圆钢管的钢骨混凝土核心柱承载性能参数分析[J].工程力学,2007,24(7):128-133.ZHOU Jun,LOU Wen-juan,SUN Jun-hua.Parameterstudy on the column reinforced by inner circular steel tubeunder axial force[J].Engineering Mechanics,2007,24(7):128-133.(in Chinese)
