High-temperature performance of damaged reinforced concrete columns under post-earthquake fires

References

• ABAQUS. (2006). User subroutines reference manual version 6.5 (pp. 45–53). Pawtucket, RI: Hibbitt, Karlsson and Sorensen Inc.
   Google Scholar
• Ali, F., Nadjai, A., & Choi, S. (2010). Numerical and experimental investigation of the behavior of high strength concrete columns in fire. Engineering Structures, 32(5), 1236–1243. doi:10.1016/j.engstruct.2009.12.049
   Web of Science ®Google Scholar
• Behnam, B., & Ronagh, H. R. (2014). Post-earthquake fire resistance of CFRP strengthened reinforced concrete structures. The Structural Design of Tall and Special Buildings, 23(11), 814–832. doi:10.1002/tal.1084
   Web of Science ®Google Scholar
• Erine, A., Gillie, M., & Stratford, J., (2012). Thermal propagation through tensile cracks in reinforced concrete. Journal of Materials in Civil Engineering, 24(5): 516–522.
   Google Scholar
• Eurocode 2. (2005). Design of concrete structures. Part 1-2: General rules-structural fire design (BSEN1992-1-2, pp. 23–28). London: British Standards Institution.
   Google Scholar
• Eurocode 4. (2005). Design of composite steel and concrete structures. Part 1-2: General rules - Structural fire design (EN1994-1-2, pp. 36–40). Brussels, European committee for Standardization.
   Google Scholar
• Guo, Z.H., & Shi, X.D. (2011). Experimental and calculation of reinforced concrete at elevated temperatures. Beijing: Tsinghua University Press (in Chinese).
   Google Scholar
• ISO 834. (1999). Fire-resistance tests elements of building construction-Part 1: General requirement. Switzerland: International Organization for Standardization.
   Google Scholar
• Kamath, P., Sharma, U. K., Kumar, V., Bhargava, P., Usmani, A., Singh, B., Singh, Y., Torero, J., Gillie, M., & Pankaj, P. (2015). Full-scale fire test on an earthquake damaged reinforced concrete frame. Fire Safety Journal, 73, 1–19. doi:10.1016/j.firesaf.2015.02.013
   Web of Science ®Google Scholar
• Liu, F., Wu, B., & Wei, D. (2011). Fire behavior of concrete beams strengthened with carbon fiber sheet. Engineering Mechanics, 28(9):72–78.
   Google Scholar
• Miao, J. J., & Chen, N. (2013). Experimental research and numerical simulation on fire resistance performance of RC beams with damages caused by service loading. Journal of Building Structures, 34(3), 1–11. doi:10.14006/j.jzjgxb.2013.03.001(in Chinese).
   Google Scholar
• Pucinotti, R., Bursi, O., & Demonceau, J. (2011). Post-earthquake fire and seismic performance of welded steel-concrete composite beam-to-column joints. Journal of Constructional Steel Research, 67(9), 1358–1375. doi:10.1016/j.jcsr.2011.03.006
   Web of Science ®Google Scholar
• Song, L., Izzuddin, B.A., Elnashai, A.S., & Dowling, P.J. (2000). An integrated adaptive environment for fire and explosion analysis of steel frames - Part1: Analytical models. Journal of Constructional Steel Research, 53(1), 63–85. doi:10.1016/S0143-974X(99)00040-1
   Web of Science ®Google Scholar
• Vejmelková, E., Padevet, P., & Cerny, R. (2008). Effect if cracks on hygric and thermal characteristic of concrete. Bauphysik, 30(6): 438–444.
   Google Scholar
• Wen, B., Taciroglu, E., & Niu, D. T. (2015). Shake table testing and numerical analysis of transformer substations including main plant and electrical equipment interaction. Advances in Structural Engineering, 18(11), 1959–1980. doi:10.1260/1369-4332.18.11.1959
   Web of Science ®Google Scholar
• Wen, B., Wu, B., & Niu, D. T. (2015). Post-earthquake fire performance of reinforced concrete columns. Structure and Infrastructure Engineering, 12(9), 1–21. doi:10.1080/15732479.2015.1085883
   Web of Science ®Google Scholar
• Wen, B., Zhang, L., Wu, B., & Niu, D. T. (2018). Structural performance of earthquake-damaged beams in fire. KSCE Journal of Civil Engineering, 22(12), 5009–5025. doi:10.1007/s12205-017-1001-3
   Web of Science ®Google Scholar
• Wu, B., Lam, S., & Liu, Q. (2010). Creep behavior of high-strength concrete with polypropylene fibers at elevated temperatures. ACI Materials Journal, 107 (2), 176–184. doi:10.3390/ma10070781
   Web of Science ®Google Scholar
• Wu, B., & Lin, Z. M. (2012). Experimental study on fire performance of restrained reinforced concrete beams strengthened with carbon fiber sheets. Journal of Building Structures, 30(06), 34–43. doi:10.14006/j.jzjgxb.2009.06.005
   Google Scholar
• Wu, B., & Tang, G. (2010). State-of -the -art of fire -resistance study on concrete structures in recent years. Journal of Building Structures, 6(002), 110–121. doi:10.14006/j.jzjgxb.2010.06.002
   Google Scholar
• Wu, B., Xiong, W., & Liu, F. (2017). Fire behaviours of concrete columns with prior seismic damage. Magazine of Concrete Research, 69(7), 365–378. doi:10.1680/jmacr.15.00497
   Web of Science ®Google Scholar
• Wu, B., Xiong, W., & Wen, B. (2014). Thermal fields of cracked concrete members in fire. Fire Safety Journal, 66, 15–24. saf. 2014.04.003. doi:10.1016/j.fire
   Web of Science ®Google Scholar
• Yang, J. P., Shi, X. D., & Guo, Z. H. (2001). Experimental study on behavior of eccentrically compressed reinforced concrete members under different heat-loading paths. Engineering Mechanics, 18(3), 81–90.
   Google Scholar
• Zheng, W., & Hou, X. (2008). Experiment and analysis on the mechanical behaviour of PC simply -supported slabs subjected to fire. Advances in Structural Engineering, 11(1), 71–89. doi:10.1260/136943308784069513
   Web of Science ®Google Scholar