李卫,过镇海. 高温下砼的强度和变形性能试验研究[J].建筑结构学报,1993,14(1):8-16. Li Wei, Guo Zhen-hai. Experimental investigation of strength and deformation of concrete at elevated temperature[J]. Journal of Building Structures, 1993,14(1):8-16.
[2]
谢狄敏,钱在兹.高温(明火)作用后混凝土强度和变形试验研究[J].工程力学(增刊),1996,2:61-65. Xie Di-min, Qian Zai-zi. Experimental study of concrete strength and deformation after high temperature (open flame) effect[J]. Engineering Mechanics(Sup.),1996,2:61-65.
[3]
吴波,李毅海.轴向约束钢筋混凝土柱火灾后剩余轴压性能的试验研究[J].土木工程学报,2010,43(4):85-91. Wu Bo,Li Yi-hai. Experimental study of the residual axial behavior of axially restrained reinforced concrete columns after fire[J]. China Civil Engineering Journal, 2010, 43(4):85-91.
[4]
张家广,霍静思,肖岩. 高温作用后钢筋混凝土短柱轴压力学性能试验研究[J]. 建筑结构学报,2011, 32(4):117-124. Zhang Jia-guang, Huo Jing-si, Xiao Yan, Experimental study on axial mechanical behavior of reinforced concrete stub columns with pre-load after exposure to high temperatures[J]. Journal of Building Structures, 2011 , 32 (4) :117-124.
[5]
GB50010-2002. 混凝土结构设计规范[S].
[6]
欧阳志为,郑文忠.火灾下有粘结预应力混凝土简支梁板的变形非线性分析[J].吉林大学学报:工学版,2009,39(2):402-407. Ou Yang Zhi-wei,Zheng Wen-zhong.Nonlinear analys is on deflection of prestressed concrete bonded simply supported beam and slab subjected to fire[J].Journal of Jilin University ( Engineering and Technology Edition ),2009,39(2):402-407.
[7]
姜封国,赵景鲁.受火后钢筋混凝土构件的可靠性[J].吉林大学学报:工学版,2013,43(6):1500-1503. Jiang feng-guo, Zhao jing-lu. Reliability analysis of reinforced concrete member under fire load[J].Journal of Jilin University ( Engineering and Technology Edition ),2013,43(6):1500-1503.