Lie TT, Caron SE. Fire resistance of hollow steel columns filled with silicate aggregate concrete: Test results[R]. Ottawa, Canada: NRC-CNRC Internal Report, No.570, 1988.
[2]
Lie TT, Chabot M. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete[R]. Ottawa, Canada: NRC-CNRC Internal Report, No.611, 1992.
[3]
Lie TT. Fire resistance of circular steel columns filled with bar-reinforced Concrete [J]. Journal of Structural Engineering, 1994, 120(5): 1489―1509.[4] 韩林海. 钢管混凝土结构-理论与实践[M]. 第2版. 北京: 科学出版社, 2007: 509―535.Han Linhai. Concrete filled steel tube structures-theory and practice [M]. 2nd ed. Beijing: Science Press, 2007: 509―535.(in Chinese)
[4]
Song TY, Han LH, Uy Brian. Performance of CFST column to steel beam joints subjected to simulated fire including the cooling phase [J]. Journal of Constructional Steel Research, 2010, 66(4): 591―604.
[5]
Wang YC. An analysis of the global structural behavior of the Cardington steel-framed building during the two BRE fire tests [J]. Engineering Structures, 2000, 22(5): 401―412.
[6]
Foster S, Chladna M, Hsieh C, et al. Thermal and structural behavior of a full-scale composite building subject to a severe compartment fire [J]. Fire Safety Journal, 2007, 42(3): 183―199.
[7]
NIST NCSTAR1. Final report on the collapse of the World Trade Center Towers [R].Gaithersburg, MD, National Construction Safety Team for the Federal Building and Fire Safety Investigation of the World Trade Center Disaster, National Institute of Standards and Technology, 2005.
[8]
王卫华. 钢管混凝土柱-钢筋混凝土梁平面框架结构耐火性能研究[D]. 福州: 福州大学, 2009.Wang Weihua. Fire performance of concrete filled steel tube column-reinforced concrete beam plane frames [D]. Fuzhou: Fuzhou University, 2009. (in Chinese)
