Bailey C G, Toh W S. Small-scale concrete slab tests at ambient and elevated temperatures [J]. Engineering Structures, 2007, 29(10): 2775―2791.
[2]
Usmani A S, Cameron N J K. Limit capacity of laterally restrained reinforced concrete floor slabs in fire [J]. Cement & Concrete Composites, 2004, 26(2): 127―140.
[3]
Huang Z H, Burgess I W, Plank R J. Modeling membrane action of concrete slabs in composite buildings in fire: part I: theoretical development [J]. Journal of Structural. Engineering, 2003, 129(8): 1093―1102.
[4]
Huang Z H, Burgess I W, Plank R J. Modeling membrane action of concrete slabs in composite buildings in fire: part II: validations [J]. Journal of Structural. Engineering, 2003, 129(8): 1103―1112.
[5]
Lim L, Wade C. Experimental fire tests of two-way concrete slabs [R]. Fire Engineering Research Report 02/12. University of Canterbury and BRANZ Ltd, New Zealand, 2002: 24―53.
[6]
Wang Y, Dong Y L, Zhou G C. Nonlinear numerical modeling of two-way reinforced concrete slabs subjected to fire [J]. Computers and Structures, 2013, 119: 23―36.
[7]
Wang Y, Dong Y L, Li B. A fire test on continuous reinforced concrete slabs in a full-scale multi-story steel-framed building [J]. Fire Safety Journey, 61, 2013: 38―48.
Wang Bin, Dong Yuli. Experimental research of four-edge simple support two-way reinforced concrete slab under fire [J]. Journal of Building Structures, 2009, 30(6): 23―33 (in Chinese )
[10]
Yang Z N, Dong Y L, Xu W J. Fire tests on two-way concrete slabs in a full-scale multi-storey steel-framed building [J]. Fire Safety Journey, 2013, 58: 38―48.
Lü Junli, Dong Yuli, Yang Zhinian, et al. Experimental and analytical studies on performance of edge beams of steel framed building subjected to fire [J]. Journal of Building Structures, 2011, 32(9): 92―98. (in Chinese)
Lü Junli, Dong Yuli, Yang Zhinian. Experimental study on the deformation of a two-span steel beam in a structural system subjected to fire [J]. Engineering Mechanics, 2012, 29(3): 110―114. (in Chinese)
[15]
Dong Y L, Prasad K. Experimental study on the behaviour of full-scale composite steel frames under furnace loading [J]. Journal of Structural. Engineering, 2009, 135(10): 1278―1289.
[16]
GB50009-2012, 建筑结构荷载规范[S]. 北京: 中国建筑工业出版社, 2012.
[17]
GB50009-2012, Load code for the design of building structures [S]. Beijing: China Architecture and building Press, 2012. (in Chinese)
[18]
李科杰. 新编传感器技术手册[M]. 北京: 国防科学出版社, 2002: 5―10.
[19]
Li Kejie. New manual of transducers technology [M]. Beijing: National Defense Industry Press, 2002: 5―10. (in Chinese)
[20]
姜忠良, 陈秀云. 温度的测量与控制[M]. 北京: 清华大学出版社, 2005: 6―8.
[21]
Jiang Zhongliang, Chen XiuYun. Measurement and Control of Temperature [M]. Beijing: Press of Tsinghua University, 2005: 6―8. (in Chinese)
[22]
Cameron N J K. The behaviour and design of composite floor systems in fire [D]. University of Edinburgh, 2004, 26: 127―140.
[23]
Linus L, Membrane action in fire exposed concrete floor systems [D]. New Zealand: University of Canterbury, Christchurch, 2003: 28―29.
[24]
董毓利. 混凝土结构的火安全设计[M]. 北京: 科学出版社, 2001:18―20.
[25]
Dong Yuli. Fire safety design of concrete structure [M]. Beijing: Science Press, 2001: 18―20. (in Chinese)
[26]
ASTM. Standard methods of fire test of building construction and materials. Test method [S]. West Conshohocken, PA: American Society for Testing and materials, 2001.
[27]
Kodur V K R, Dwaikat M. A numerical model for predicting the fire resistance of reinforced concrete beams [J]. Cement and Concrete Composites, 2008, 30(5): 431―443.
[28]
ECSC. Design recommendations for composite steel framed buildings in fire [S]. Project 7210 PA, PB, PC, PD 112, 2002.
[29]
Foster S, Chladná C, Hsieh I, et al. Thermal and structural behavior of a full-scale composite building subjected to a severe compart fire [J]. Fire Safety Journal, 2007, 42: 183―199.
[30]
Wald L, Simõesda Silva, Moore D, et al. Experimental behavior of a steel structure under natural fire [J]. Fire Safety Journal, 2006, 41: 509―522.