Eurocode 4. Design of Composite Steel and Concrete Stuctures,Part 1-2:general rules-structural fire design.EN 1994-1-2:2005,[M]. London: European Committee for Standardization,Brussels,2005.
[2]
王清湘, 赵大洲, 关萍. 钢骨-钢管高强混凝土轴压组合柱受力性能的试验研究[J]. 建筑结构学报, 2003, 24(6): 44-49. WANG Qingxiang, ZHAO Dazhou, GUAN Ping. Study on the mechanical properties of axially loaded steel tube columns filled with steel-reinforced high-strength concrete[J]. Journal of Building Structures, 2003, 24(6): 44-49.(in Chinese)
[3]
赵大洲, 王清湘, 关萍. 钢骨-钢管高强混凝土压弯组合柱承载力的研究[J]. 工业建筑, 2005, 35(9): 83-93. ZHAO Dazhou, WANG Qingxiang, GUAN Ping. Research on load bearing capacity of steel tubular columns filled with steel-reinforced high-strength concrete subjected to compression and bending[J]. Industrial Construction, 2005, 35(9): 83-93.(in Chinese)
[4]
王连广, 赵同峰, 李宏男. 方钢管-钢骨高强混凝土偏压柱试验研究与理论分析[J]. 建筑结构学报, 2010, 31(7): 64-71. WANG Lianguang, ZHAO Tongfeng, LI Hongnan. Experimental research and theoretical analysis of square steel tube columns filled with steel-reinforced high-strength concrete subject to eccentric loading[J]. Journal of Building Structures, 2010, 31(7): 64-71.(in Chinese)
[5]
何益斌, 肖阿林, 郭健等. 钢骨-钢管自密实高强混凝土轴压短柱承载力-试验研究[J]. 自然灾害学报, 2010, 19(4): 29-33. HE Yibin, XIAO Alin, GUO Jian, et al. Bearing capacity of stub columns composed of structural steel and self-compacting high-strength concrete-filled steel tube: experimental research[J]. Journal of Natural Disasters, 2010, 19(4): 29-33.(in Chinese)
[6]
王文达, 郭志峰, 张鹏鹏. 火灾后钢筋混凝土柱外包钢管加固性能-数值模拟[J]. 自然灾害学报, 2012, 21(3): 204-210. WANG Wenda, GUO Zhifeng, ZHANG Pengpeng. .Numerical simulation on strengthening behavior of the reinforced concrete columns after fire with wrapped steel tube[J]. Journal of Natural Disasters, 2010, 21(3): 204-210.(in Chinese)
[7]
徐蕾, 孙战伟, 王文达. 内配圆钢管的SRC轴心受压短柱的力学性能[J]. 自然灾害学报, 2013, 22(3): 205-212. XU Lei, SUN Zhanwei, WANG Wenda. Analysis on the mechanical behavior of axial compression steel reinforced concrete stub column with inner circular steel tube[J]. Journal of Natural Disasters, 2013, 22(3): 205-212.(in Chinese)
[8]
Xu L, Liu Y B. Concrete filled steel tube reinforced concrete(CFSTRC) columns subjected to ISO-834 standard fire: Experiment[J] .Advances in Structural Engineering,2013, 16(7): 1263-1282.
[9]
Han L H,Chen F,Liao F Y, et al. Fire performance of concrete filled stainless steel tubular columns. Engineering Structures[J]. 2013, 56: 165-181.
[10]
韩林海. 钢管混凝土结构-理论与实践[M].2版. 北京: 科学出版社, 2007. HAN Linhai. Concrete filled steel tubular structure-theory and practice[M]. 2nd Edition.Beijing: Science Press, 2007.(in Chinese)
[11]
朱美春, 王清湘, 刘士润, 等. 钢骨-方钢管自密实高强混凝土轴压长柱[J]. 大连理工大学学报, 2006, 46(6): 875-879. ZHU Meichun, WANG Qingxiang, LIU Shirun, et al. Experimental study of centrally loaded square steel tubular slender columns filled with steel-reinforced self-consolidating high-strength concrete[J]. Journal of Dalian University of Technology, 2006, 46(6): 875-879.(in Chinese)
[12]
宋天诣. 火灾后钢-混凝土组合框架梁-柱节点力学性能研究. 北京: 清华大学, 2010. SONG Tianyi. Research on Post-fire Behavior of Steel-concrete Composite Beam-column Joints. Beijing: Tsinghua University, 2010. (in Chinese)
[13]
ISO-834-1. Fire resistance tests-elements of building construction-Part 1: General requirements [S]. 1999.
