»ðÔֲο¼ÎÄÏ×

strain reversal in structural members during the cooling phase of a fire [J]. Journal of Constructional Steel Research, 1996, 37(2): 115-135.

[122] Bailey C G, Burgess I W and Plank R J. Analyses of the effects of cooling and fire spread on steel-framed buildings [J]. Fire Safety Journal, 1996, 26(4): 273-293.

[123] Àî¹úÇ¿, ¹ùÊ¿ÐÛ. ÊÜ»ðÔ¼Êø¸ÖÁºÔÚÉýζκͽµÎ¶ÎÐÐΪµÄÀíÂÛ·ÖÎö(I) [J]. ·ÀÔÖ¼õÔÖ¹¤³Ìѧ±¨, 2006, 26(3): 241-250.

[124] ¹ùÊ¿ÐÛ, Àî¹úÇ¿. ÊÜ»ðÔ¼Êø¸ÖÁºÔÚÉýζκͽµÎ¶ÎÐÐΪµÄÀíÂÛ·ÖÎö(II) [J]. ·ÀÔÖ¼õÔÖ¹¤³Ìѧ±¨, 2006, 26(4): 359-368. ²Î¿¼ÎÄÏ× 192

[125] Wang P J, Li G Q and Guo S X. Effects of the cooling phase of a fire on steel structures [J]. Fire Safety Journal, 2008, 43(6): 451-458.

[126] Lien K H, Chiou Y J, Wang R Z and Hsiao P A. Nonlinear behavior of steel structures considering the cooling phase of a fire [J]. Journal of Constructional Steel Research, 2009, 65(8-9): 1776-1786.

[127] Li G Q, Guo S X. Experiment on restrained steel beams subjected to heating and cooling [J]. Journal of Constructional Steel Research, 2008, 64(3): 268-274.

[128] Yang H, Han L H and Wang Y C. Effects of heating and loading histories on post-fire cooling behaviour of concrete-filled steel tubular columns [J]. Journal of Constructional Steel Research, 2008, 64(5): 556-570.

[129] Huo J S, Huang G W and Xiao Y. Effects of sustained axial load and cooling phase on post-fire behaviour of concrete-filled steel tubular stub columns [J]. Journal of Constructional Steel Research, 2009, 65(8-9): 1664-1676.

[130] ISO-834. Fire-resistance tests-elements of building construction [S]. International Standard ISO834: Amendment 1, Amendment 2, 1980. [131] Öйú¹¤³Ì½¨Éè±ê×¼»¯Ð­»á±ê×¼ CECS 200: 2006. ½¨Öþ¸Ö½á¹¹·À»ð¼¼Êõ¹æ·¶[S]. ±±¾©: Öйú¼Æ»®³ö°æÉç, 2006.

[132] ¸£½¨Ê¡¹¤³Ì½¨ÉèµØ·½±ê×¼ DBJ13-51-2003. ¸Ö¹Ü»ìÄýÍÁ½á¹¹¼¼Êõ¹æ³Ì[S]. ¸£ÖÝ, 2003.

[133] ÖлªÈËÃñ¹²ºÍ¹ú¹ú¼Ò±ê×¼ GB50017-2003. ¸Ö½á¹¹Éè¼Æ¹æ·¶[S]. ±±¾©: Öйú¼Æ»®³ö°æÉç, 2003.

[134] ÖлªÈËÃñ¹²ºÍ¹ú¹ú¼Ò±ê×¼ JGJ 138-2001. Ð͸ֻìÄýÍÁ×éºÏ½á¹¹¼¼Êõ¹æ³Ì[S]. ±±¾©: Öйú½¨Öþ¹¤Òµ³ö°æÉç, 2002.

[135] ÖлªÈËÃñ¹²ºÍ¹ú¹ú¼Ò±ê×¼ GB/T 228-2002. ½ðÊô²ÄÁÏÊÒÎÂÀ­ÉìÊÔÑé·½·¨[S]. ¹ú¼ÒÖÊÁ¿¼à¶½¼ìÑé¼ìÒß×ܾÖ. ±±¾©: Öйú±ê×¼³ö°æÉç, 2002.

[136] ISO 834-1. Fire-resistance tests-elements of building

construction-Part 1: General requirements [S]. International Standard ISO 834, Geneva, 1999.

[137] Kodur V K R, Phan L. Critical factors governing the fire performance of high strength concrete systems [J]. Fire Safety Journal, 2007, 42(6-7): 482-488.

[138] Dwaikat M B, Kodur V K R. Hydrothermal model for predicting fire-induced spalling in concrete structural systems [J]. Fire Safety Journal, 2009, 44(3): 425-434.

[139] BS 5950-8:2003. Structural use of steelwork in building ¨C Part 8: Code of practice for fire resistant design [S]. British Standards Institutions, London U.K., 2003.

[140] ÀîÒýÇæ, ÂíµÀÕê, Ðì¼á. ½¨Öþ½á¹¹·À»ðÉè¼Æ¼ÆËãºÍ¹¹Ôì´¦Àí[M]. ±±¾©: Öйú½¨Öþ¹¤Òµ³ö°æÉç, 1991.

[141] Kodur V K R, Wang T C, Cheng F P, Predicting the fire resistance behavior of high strength concrete columns [J]. Cement and Concrete Composites, 2004, 26(2): 141-153. ²Î¿¼ÎÄÏ× 195

[142] Han L H, Xu L, Zhao X L. Tests and analysis on the temperature field within concrete filled steel tubes with or without protection subjected to a standard fire [J]. Advances in Structural Engineering - An International Journal, 2003, 6(2): 121-33.

[143] Ëï½ðÏã, ¸ßΰ Òë.½¨ÖþÎï×ۺϷÀ»ðÉè¼Æ[M]. Ìì½ò: Ìì½ò¿Æ¼¼·­Òë³ö°æ¹«Ë¾, 1992.

[144] ¿×ÏéÇ«. ÓÐÏÞµ¥Ôª·¨ÔÚ´«ÈÈѧÖеÄÓ¦ÓÃ[M]. ±±¾©: ¿Æѧ³ö°æÉç, 1998.

[145] ÖÓÉÆÍ©. ¸Ö¹Ü»ìÄýÍÁ½á¹¹[M]. ¹þ¶û±õ: ºÚÁú½­¿Æѧ¼¼Êõ³ö°æÉç, 1994.

[146] ¹ýÕòº£, ʱÐñ¶«. ¸Ö½î»ìÄýÍÁÔ­ÀíºÍ·ÖÎö[M]. ±±¾©: Ç廪´óѧ³ö°æÉç, 2003.

[147] Kodur V, Dwaikat M and Fike R. High-temperature properties of steel for fire resistance modeling of structures [J]. Journal of Materials in Civil Engineering, ASCE, 2010, 22(5): 423-434. [148] ²ÜÎÄÏÎ. ËðÉËÀÛ»ýÌõ¼þϸֿò¼Ü½á¹¹»ðÔÖ·´Ó¦µÄ·ÖÎöÑо¿[²©Ê¿Ñ§Î»ÂÛÎÄ]. ÉϺ£: ͬ¼Ã´óѧ, 1998.

[149] лϣÎÄ, ¹ý÷Àö. ²ÄÁÏ¿Æѧ»ù´¡[M]. ±±¾©: ±±¾©º½¿Õº½Ìì´óѧ³ö°æÉç, 2005.

[150] Eurocode 3. EN 1993-1-1:2005. Design of steel structures-part1-1: General rules and rules for buildings [S]. European Committee for Standardization, Brussels, 2005.

[151] ƽÐÞ¶þ. ½ðÊô²ÄÁϵĸßÎÂÇ¿¶È¡ªÀíÂÛ¡¤Éè¼Æ[M]. ¹ùÍ¢çâ, Àî°²¶¨, Ðì½éƽ Òë. ±±¾©: ¿Æѧ³ö°æÉç, 1983.

[152] Ñƽ. ¸ßÎÂϸֽîíÅѹÍä¹¹¼þµÄÊÔÑéÑо¿ºÍÀíÂÛ·ÖÎö¼°ÊµÓüÆËã[²©Ê¿Ñ§Î»ÂÛÎÄ]. ±±¾©: Ç廪´óѧ, 2000. [153] Skowroski W. Buckling fire endurance of steel columns [J]. Journal of Structural Engineering, ASCE, 1993, 119(6): 1712-1732.

[154] Zeng J L, Tan K H and Huang Z F. Primary creep buckling of steel columns in fire [J]. Journal of Constructional Steel Research, 2003, 59(8): 951-970.

[155] Huang Z F, Tan K H. Effects of external bending moments and heating schemes on the responses of thermally restrained steel columns [J]. Engineering Structures, 2004, 26(6): 769-780.

[156] Huang Z F, Tan K H and Ting S K. Heating rate and boundary restraint effects on fire resistance of steel columns with creep [J]. 2006, 28(6): 805-817.

[157] Bratina S, Saje M and Planinc I. The effects of different strain contributions on the response of RC beams in fire [J]. Engineering Structures, 2007, 29(3): 418-420.

[158] Kodur V K R, Dwaikat M. A numerical model for predicting the fire resistance of reinforced concrete beams [J]. Cement & Concrete Composites, 2008, 30(5): 431-443.

[159] Tan K H, Ting S K and Huang Z F. Visco-elasto-plastic analysis of steel frames in fire [J]. Journal of Structural Engineering, ASCE, 2002, 128(1): 105-114.

[160] ²ÌÔ¾. »ðÔÖÏÂÔ¤Ó¦Á¦»ìÄýÍÁ½á¹¹¼ÆËãÀíÂÛ¼°¿¹»ðÉè¼Æ·½·¨Ñо¿[²©Ê¿Ñ§Î»ÂÛÎÄ]. ÉϺ£: ͬ¼Ã´óѧ, 2003. ²Î¿¼ÎÄÏ× 197

[161] Fields B A, Fields R J. The prediction of elevated temperature deformation of structural steel under anisothermal conditions [R]. National Institute of Standards and Technology, Gaithersburg, MD, NCSTIR 4497, January 1991.

[162] ÕÔ¸ùÌï, ËïµÂ·¢. ¸Ö½á¹¹[M]. ±±¾©: »úе¹¤Òµ³ö°æÉç, 2005. [163] ³Âæ÷. ¸Ö½á¹¹Îȶ¨ÀíÂÛÓëÉè¼Æ(µÚÈý°æ)[M].±±¾©:¿Æѧ³ö°æÉç, 2006.

[164] ³ÂÕØÔª, Öì½ðîý, ÎâÅå¸Õ. ¸ßÇ¿»ìÄýÍÁ¼°ÆäÓ¦ÓÃ[M].±±¾©: Ç廪´óѧ³ö°æÉç, 1992.

[165] ÖлªÈËÃñ¹²ºÍ¹ú¹ú¼Ò±ê×¼ GB 50010-2002. »ìÄýÍÁ½á¹¹Éè¼Æ¹æ·¶[S]. ±±¾©: Öйú½¨Öþ¹¤Òµ³ö°æÉç, 2002.

[166] Hibbitt, Karlson and Sorensen, Inc. ABAQUS/standard User's Manual, Version 6.5.1[CP]. Pawtucket, RI, 2004.

[167] Éò¾ÛÃô, Íõ´«Ö¾, ½­¼û¾¨. ¸Ö½î»ìÄýÍÁÓÐÏÞÔªÓë°å¿Ç¼«ÏÞ·ÖÎö[M]. ±±¾©: Ç廪´óѧ³ö°æÉç, 1993.

[168] ʱÐñ¶«. ¸ßÎÂϸֽî»ìÄýÍÁ¸Ëϵ½á¹¹ÊÔÑéÑо¿ºÍ·ÇÏßÐÔÓÐÏÞ

Ôª·ÖÎö[²©Ê¿Ñ§Î»ÂÛÎÄ]. ±±¾©: Ç廪´óѧ, 1992.

[169] À¶«. ¸ßÎÂϸֽî»ìÄýÍÁѹÍä¹¹¼þµÄÊÔÑéÑо¿[˶ʿѧλÂÛÎÄ]. ±±¾©: Ç廪´óѧ, 1994.

[170] ÂÀÍ®¹â. ¸ßÎÂϸֽîµÄÇ¿¶ÈºÍ±äÐεÄÊÔÑéÑо¿[˶ʿѧλÂÛÎÄ]. ±±¾©: Ç廪´óѧ, 1996.

[171] Izzuddin B A, Elghazouli A Y and Tao X Y. Realistic modelling of composite floor slabs under fire conditions [C]. Proceedings of 15th ASCE Engineering Mechanics Conference. Columbia University, New York, 2002.

[172] Xiao J Z, K?nig G. Study on concrete at high temperature in China¡ªan overview [J]. Fire Safety Journal, 2004, 31(1): 89-103.

[173] Li L Y, Purkiss J. Stress-strain constitutive equations of concrete material at elevated temperatures [J]. Fire Safety Journal, 2005, 40(7): 669-686.

[174] ÁÖÏþ¿µ. »ðÔÖºó¸Ö¹Ü»ìÄýÍÁѹÍä¹¹¼þµÄÖÍ»ØÐÔÄÜÑо¿[²©Ê¿Ñ§Î»ÂÛÎÄ]. ¸£ÖÝ: ¸£ÖÝ´óѧ, 2006.

[175] ½ÖÞµ¼, Öì²®Áú, Ì·çâ. ¸Ö½î»ìÄýÍÁÁºÔÚ»ðÔÖºó¼Ó¹ÌÐÞ¸´Ñо¿[C]. ÍÁľ¹¤³Ì·ÀÔÖ¹ú¼ÒÖصãÊÔÑéÊÒÂÛÎļ¯, 1993: 152-162. [176] ÀîÎÀ, ¹ýÕòº£. ¸ßÎÂÏ»ìÄýÍÁµÄÇ¿¶ÈºÍ±äÐÎÐÔÄÜÊÔÑéÑо¿[J]. ½¨Öþ½á¹¹Ñ§±¨, 1993, 14(1): 8-16.

[177] Harmathy T Z. Fire safety design and concrete, Concrete design and construction series [M].UK: Longman Scientific and Technical, 1993.

[178] ÄϽ¨ÁÖ, ¹ýÕòº£, ʱÐñ¶«. »ìÄýÍÁµÄζÈÓ¦Á¦¹²Í¬±¾¹¹¹Øϵ[J]. Ç廪´óѧѧ±¨, 1997, 37(6): 87-90.

[179] Anderberg G Y, Thelandersson S. Stress and deformation of concrete at hightemperatures: 2 Experimentalinvestigation and material behaviour [R]. Bulletin 54, Lund: Lund Institute of Technolgy, 1976.

[180] Sadaoui A, Khennane A. Effect of transient creep on the behaviour of reinforced concrete columns in fire [J]. Engineering Structures, 2009, 31(9): 2203-2208.

[181] Sadaoui A, Kaci S and Khennane A. Behaviour of reinforced concrete frames in a fire environment including transitional thermal creep [J]. Austrlian Journal of Structural Engineering, 2007, 7(3): 167-184.

[182] Yin J, Zha X X and Li L Y. Fire resistance of axially loaded concrete filled steel tube columns [J]. Journal of Constructional Steel Research, 2006, 62(7): 723-729.

[183] Thelandersson S. Modeling of combined thermal and mechanical action in concrete [J]. Journal of Engineering Mechanics, ASCE, 1987,