HAN Lin-hai,HE Shan-hu,LIAO Fei-yu.Performanceand calculations of concrete filled steel tubes(CFST)under axial tension[J].Journal of Constructional SteelResearch,2011,67(11):1699-709.
[3]
TAO Zhong,UY B,HAN Lin-hai.Nonlinear analysis ofconcrete-filled square stainless steel stub columns underaxial compression[J].Journal of Constructional SteelResearch,2011,67(11):1719-32.
[4]
HAN Lin-hai,WANG Wei-hua,YU Hong-xia.Experimental behavior of reinforced concrete(RC)beamto concrete-filled tubular(CFST)column frames subjectedto ISO-834 standard fire[J].Engineering Structures,2010,32(10):3130-144.
[5]
吕天启,赵国藩.内圆钢管增强方钢管混凝土偏压极限承载力分析数值方法[J].大连理工大学学报,2001,41(5):612-16.LYU Tian-qi,ZHAO Guo-fan.Numerical method foranalysis of ultimate strength of concrete-filled square steelTubular columns under eccentric compression reinforced byinner circular steel tube[J].Journal of Dalian Universityof Technology,2001,41(5):612-16.(in Chinese)
[6]
王志浩,成戎.复合方钢管混凝土短柱的轴压承载力[J].清华大学学报:自然科学版,2005,45(12):1596-99.WANG Zhi-hao,CHENG Rong.Axial bearing capacity ofcomposite-sectioned square concrete-filled steel tubes[J].Journal of Tsinghua University:Science and TechnologyEdition,2005,45(12):1596-99.(in Chinese)
[7]
马淑芳,郭红香,赵均海,等.复式钢管混凝土偏压柱试验[J].工业建筑,2007,37(12):28-30.MA Shu-fang,GAO Hong-xiang,ZHAO Jun-hai,et al.Experiment investigation on multibarrel tube-confinedconcrete under eccentric compression[J].IndustrialConstruction,2007,37(12):28-30.(in Chinese)
[8]
裴万吉.复式钢管混凝土柱力学性能研究[D].西安:长安大学建筑工程学院,2005.PEI Wan-ji.Research on mechanical performance ofmultibarrel tube-confined concrete columns[J].Xi'an:School of Civil Engineering,Chang'an University,2005.(in Chinese)
[9]
张扬,钱稼茹,纪晓东,等.内圆外方复合钢管混凝土短柱轴压承载力试验研究[J].世界地震工程,2011,27(3):40-46.ZHANG Yang,QIAN Jia-ru,JI Xiao-dong,et al.Experimental study on axial compressive strength ofconcrete filled composite steel tube short columns[J].World Earthquake Engineering,2011,27(3):40-46.(inChinese)