过镇海,时旭东. 钢筋混凝土的高温性能及其计算[M]. 北京: 清华大学出版社,2003.GUO Zhen-hai,SHI Xu-dong. High Temperature Performance of Reinforced Concrete and Its Calculation[M]. Beijing: Tsinghua University Press,2003.
[3]
吴波. 火灾后钢筋混凝土结构的力学性能[M]. 北京: 科学出版社,2003.WU Bo. Mechanical Property of Reinforced Concrete Structures after Fire [M]. Beijing: Science Press,2003.
[4]
刘其伟,邓祖华,赵佳军. 火灾下混凝土桥墩仿真分析[J]. 桥梁建设,2009 (1): 70-73.LIU Qi-wei,DENG Zu-hua,ZHAO Jia-jun. Simulation Analysis of Concrete Bridge Piers Subjected to Fire Disaster [J]. Bridge Construction,2009 (1): 70-73.Study on Bond Property of Reinforced Concrete at High Temperatures [J]. Industrial Construction,2006,36(2): 57-60.
[5]
王孔藩,许清风,刘挺林. 高温下及高温冷却后混凝土力学性能的试验研究[J]. 施工技术,2005,34(8): 1-2.WANG Kong-fan,XU Qing-feng,LIU Ting-lin.Experimental Research on Mechanics Performance of Concrete after High Temperature and Cooled Down from High Temperature [J]. Construction Technology,2005,34 (8): 1-2.
[6]
王孔藩,许清风,刘挺林. 高温下及高温冷却后钢筋力学性能的试验研究[J]. 施工技术,2005,34(8): 3-5.WANG Kong-fan,XU Qing-feng,LIU Ting-lin.Experimental Research on Mechanics Performance of Steel Bar after High Temperature and Cooled Down from High Temperature [J]. Construction Technology,2005,34(8): 3-5.
[7]
范进. 高温后预应力钢绞线性能的试验研究[J]. 南京理工大学学报: 自然科学版,2004,28 ( 2 ):186-189.FAN Jin. Experimental Study on Material Properties of Pre-stressed Steel Strand Post High Temperatures [J].Journal of Nanjing University of Science and Technology:Natural Science Edition,2004,28 ( 2): 186-189.
[8]
郑文忠,侯晓萌,闫凯. 预应力混凝土高温性能及抗火设计[M]. 哈尔滨: 哈尔滨工业大学出版社,2012.ZHENG Wen-zhong,HOU Xiao-meng,YAN Kai. Design of Prestressed Concrete High Temperature Performance and Fire Resistance [M]. Harbin: Harbin Institute ofTechnology Press,2012.
[9]
刘其伟,王峰,徐开顺,等. 火灾受损桥梁检测评估与加固处理[J]. 公路交通科技,2005,22 ( 2 ):71-74.LIU Qi-wei,WANG Feng,XU Kai-shun,et al.Detection Evaluation and Repairing of Fire Damaged Bridge [J]. Journal of Highway and Transportation Research and Development,2005,22 (2): 71-74.
[10]
袁广林,郭操,吕志涛. 高温下钢筋混凝土黏结性能 的试验与分析[J]. 工业建筑,2006,36 (2): 57 -60.YUAN Guang-lin,GUO Cao,L Zhi-tao. Experimental Study on Bond Property of Reinforced Concrete at High Temperatures [J]. Industrial Construction,2006,36(2): 57-60.
[11]
童浩,季晓燕,赵佳军,等. 先张法预应力空心板火损评定方法及处治对策[J]. 公路交通科技,2012,29 (3): 98-103.TONG Hao,JI Xiao-yan,ZHAO Jia-jun,et al. Firedamage Evaluation Method of Pretensioned Hollow Plates and Countermeasures [J]. Journal of Highway and Transportation Research and Development,2012,29(3): 98-103.
[12]
CEN ENV 1991-1-2. Eurocode 1. Actions on Structures—Part 1-2: General Actions—Actions on Structures Exposed to Fire [S].
[13]
俞博,叶见曙,温天宇. 火灾下混凝土空心板的温度场[J]. 东南大学学报: 自然科学版,2009,39(3): 536-540.YU Bo,YE Jian-shu,WEN Tian-yu. Temperature Field in Concrete Hollow Slab Exposed to Fire [J]. Journal of Southeast University: Natural Science Edition,2009,39(3): 536-540.
[14]
李荣涛. 混凝土结构火灾爆裂危险性评估研究[J].自然灾害学报,2012,21 ( 1): 204-210.LI Rong-tao. Research on Fire Spalling Risk Assessment of Concrete Structures [J]. Journal of Natural Disasters,2012,21 (1): 204-210.
[15]
李敏. 高强混凝土受火损伤及其综合评价研究[D].南京: 东南大学,2005.LI Min. Fire Damage of High Strength Concrete and Its Comprehensive Evaluation [D]. Nanjing: Southeast University,2005.
[16]
郑文忠,许名鑫,石东升,等. 火灾下预应力板混凝土爆裂规律试验研究[J]. 土木工程学报,2006,39(10): 48-53.ZHENG Wen-zhong,XU Ming-xin,SHI Dong-sheng,etal. Experimental Study on Spalling of Concrete of Prestressed Slabs in Fire [J]. China Civil Engineering Journal,2006,39 (10):48-53.