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: 30―63. Guo Zhenhai, Shi Xudong. Behavior of Reinforced concrete at elevated temperature and its calculation [M]. Beijing: Tsinghua University Press, 2003: 30―63. (in Chinese)
[2]
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.
[3]
王广勇, 韩林海. 局部火灾下钢筋混凝土平面框架结构的耐火性能研究[J]. 工程力学, 2010, 27(10): 81―89. Wang Guangyong, Han Linhai. Fire performance of reinforced concrete plane frames subjected to local fire [J]. Engineering Mechanics, 2010, 27(10): 81―89. (in Chinese)
[4]
王广勇, 李玉梅. 局部火灾下钢管混凝土柱-钢梁平面框架耐火性能[J]. 工程力学, 2013, 30(10): 236―243. Wang Guangyong, Li Yumei. Performance of plane frames with concrete filled steel tube columns and steel beams subjected to local fire [J]. Engineering Mechanics, 2013, 30(10): 236―243. (in Chinese)
[5]
王广勇, 刘广伟, 李玉梅. 火灾下型钢混凝土平面框架的破坏机理[J]. 工程力学, 2012, 29(12): 156―162. Wang Guangyong, Liu Guangwei, Li Yumei. Failure mechanism of steel reinforced concrete plane frames subjected to fire [J]. Engineering Mechanics, 2012, 29(12): 156―162. (in Chinese)
[6]
Huang Z F, Tan K H, Toh W S, Phng G H. Fire resistance of composite columns with embedded I-section steel-Effects of section size and load level [J]. Journal of Constructional Steel Research, 2008, 64(3): 312―325.
Song T Y, Han L H, Uy Bbrian. 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.
[9]
谭清华, 韩林海. 火灾后和加固后型钢混凝土柱的力学性能分析[J]. 清华大学学报(自然科学版), 2013, 53(1): 12―17. Tan Qianghua, Han Linhai. Post-fire and post-strengthening analysis of steel reinforced concrete columns subjected to fire [J]. Journal of Tsinghua University (Science & Technology), 2013, 53(1): 12―17. (in Chinese)
[10]
李俊华, 唐岳峰, 刘明哲, 等. 火灾后型钢混凝土柱加固试验研究[J]. 工程力学, 2012, 29(3): 177―183. Li Junhua, Tan Yuefeng, Liu Mingzhe, et al. Experimental study on rehabilitation of SRC columns after exposure to fire [J]. Engineering Mechanics, 2012, 29(3): 177―183. (in Chinese)
[11]
GBT9928-2008, 建筑构件耐火试验方法 [S]. 北京: 中国标准出版社, 2008. GBT9928-2008, Fire resistance tests-elements of building [S]. Beijing: China Standards Press, 2008. (in Chinese)
[12]
徐玉野, 林燕青, 杨清文, 等. CFRP加固火灾后型钢混凝土短柱抗震性能的试验研究[J]. 工程力学, 2014, 31(8): 92―100. Xu Yuye, Lin Yanqing, Yang Qingwen, et al. Experimental research on seismic performance of concrete short column after fire and strengthened with CFRP [J]. Engineering Mechanics, 2014, 31(8): 92―100. (in Chinese)
[13]
VCR Kodur, Raut N K, Mao X Y, et al. Simplified approach for evaluating residual strength of fire-exposed reinforced concrete columns [J]. Materials and Structures, 2013, 46(2): 2059―2075.
[14]
肖建庄, 谢猛. 高性能混凝土框架火灾后抗震性能试验研究[J]. 土木工程学报, 2005, 38(8): 36―42. Xiao Jianzhuang, Xie Meng. An experimental study on the seismic behavior of HPC frames after fire [J]. China Civil Engineering Journal, 2005, 38(8): 36―42. (in Chinese)
[15]
Huo J S, Han L H, Wang Y C. Retrofitting of composite joints after exposure to fire [J]. Advances in Structural Engineering, 2010, 13(1): 53―67.
[16]
Liu G R, Song Y P, Qu F L. Post-fire cyclic behavior of reinforced concrete shear walls [J]. Journal of Central South University of Technology, 2010, 17(5): 1103―1108.
[17]
Du E F, Shu G P, Mao X Y. Analytical behavior of eccentrically loaded concrete encased steel columns subjected to standard fire including cooling phase [J]. International Journal of Steel Structures, 2013, 13(1): 129―140.
