Performance of reinforced concrete structures subjected to fire following earthquake

References

• ABAQUS. (2008). 6.8. Providence, RI: Dassault Systemes Simulia Corporation.
   Google Scholar
• ACI 318. (2008). Building code requirements for structural concrete (ACI 318-08) and commentary. New York, NY: American Concrete Institute.
   Google Scholar
• Agency, F. E. M. (2000). FEMA356, in rehabilitation requirements (p. 36). New York, NY: Federal Emergency Management Agency and American Society of Civil Engineering.
   Google Scholar
• ASCE. (2006). Minimum design loads for buildings and other structures, in SEI/ASCE 7-0.5. New York, NY: American Society of Civil Engineers.
   Google Scholar
• ASTM. (2006). Standard test methods for determining effects of large hydrocarbon pool fires on structural members and assemblies, in ASTM E1529-06. New York, NY: American Society for Testing and Materials.
   Google Scholar
• Bamonte , P. , Gambarova , P. G. and Meda , A. 2008 . Today’s concretes exposed to fire – test results and sectional analysis . Structural Concrete , 9 : 19 – 29 .
   Google Scholar
• Behnam, B. (2006). Retrofitting management for residential buildings, in faculty of civil engineering (p. 195). Tehran: Tehran Polytechnic.
   Google Scholar
• Bhargava, P., Sharma, U. K., Singh, Y., Singh, B., Usmani, A., & Torero, J. (2010). Fire testing of an earthquake damaged RC frame. In Sixth International Conference, Structures in Fire, DEStech Publications, Inc., Lancaster, Pennsylvania, USA.
   Google Scholar
• Borden, F. (1996). The 1994 Northridge earthquake and the fires that followed. In Thirteenth meeting of the UJNR panel on fire research and safety. New York, NY: National Institute of Standards and Technology.
   Google Scholar
• British Standard. (2002). Basis of structural design, in Eurocode0. Dublin: National Standards Authority of Ireland.
   Google Scholar
• Buchanan, A. (2001). Structural design for fire safety (p. 417). New York, NY: John Wiley and Sons.
   Google Scholar
• California Seismic Safety Commission. (1996). Seismic evaluation and retrofit of concrete buildings (ATC 40), in chapter 2, overview. New York, NY: California Seismic Safety Commission.
   Google Scholar
• Collier, P. (2005). Post earthquake performance of passive fire protection systems. Sydney: Building Research Levy and the Department of Building and Housing.
   Google Scholar
• Della Corte , G. , Landolfo , R. and Mazzolani , F. M. 2003 . Post earthquake fire resistance of moment resisting steel frames . Fire Safety Journal , 38 : 593 – 612 .
   Web of Science ®Google Scholar
• Ervine, A., Gillie, M., Stratford, T. J., & Pankaj, P. (2011). Thermal diffusivity of tensile cracked concrete. In International Conference Applications of Structural Fire Engineering (pp. 97–102), Prague.
   Google Scholar
• Ervine , A. , Gillie , M. , Stratford , T. J. and Pankaj , P. 2012 . Thermal propagation through tensile cracks in reinforced concrete . Journal of Materials in Civil Engineering , 24 : 516 – 522 .
   Web of Science ®Google Scholar
• Faggiano, B., & Gregorgio D. (2010). Assessment of the robustness of structures subjected to fire following earthquake through a performance-based approach in urban habitat constructions under catastorphic events. London: Taylor & Francis Group.
   Google Scholar
• Fajfar , P. 1996 . The N2 method for the seismic damage analysis of RC buildings . International Journal of Rock Mechanics and Mining Sciences and Geomechanics , 33 : A276 – A296 .
   Google Scholar
• Fajfar , P. 1999 . Capacity spectrum method based on inelastic demand spectra . Earthquake Engineering and Structural Dynamics , 28 : 979 – 993 .
   Web of Science ®Google Scholar
• Fardis, M. (2007). Guidelines for displacement-based design of buildings and bridge. Risk Mitigation for Earthquake and, Landslides. Rome: IUSS Press.
   Google Scholar
• FEMA356. (2000). Prestandard and commentary for the seismic rehabilitation of buildings in rehabilitation requirements. Washington, DC: American Society of Civil Engineers.
   Google Scholar
• FEMA450. (2003). Recommended provisions for seismic regulations for new buildings and other structures, in Part 1. Washington, DC: National Institute of Building Sciences.
   Google Scholar
• Franssen , J. M. 2011 . User’s manual for SAFIR, 2011 a computer program for analysis of structures subjected to fire , Belgium : University of Liege .
   Google Scholar
• Franssen, J.-M., & Real P. V. (2010). Fire design of steel structures: Eurocode 1: Actions on structures, part 1–2: General actions - Actions on structures exposed to fire - Eurocode 3: Design of steel structures, part 1–2: General rules - Structural fire design, ed. E.e.d. manuals. Berlin: European Convention for Constructional Steel Work.
   Google Scholar
• International Building Code. (2006). IBC, in Facilities 3. NFPA 101-100. Chicago: National Fire Protection.
   Google Scholar
• Isaković , T. , Lazaro , M. P. N. and Fischinger , M. 2008 . Applicability of pushover methods for the seismic analysis of single-column bent viaducts . Earthquake Engineering & Structural Dynamics , 37 : 1185 – 1202 .
   Web of Science ®Google Scholar
• ISO 834 International Standard. (1999). Fire resistance tests, ISO 834-1 Test conditions. Genève, Switzerland, Provided by IHS under license with ISO: 31.
   Google Scholar
• Kabeyasawa , T. and Mostafaei , H. 2007 . Axial-shear-flexure interaction approach for reinforced concrete columns . ACI Structural Journal , 104 : 218 – 226 .
   Web of Science ®Google Scholar
• Kodur , V. K. R. and Dwaikat , M. 2007 . Performance-based fire safety design of reinforced concrete beams . Journal of Fire Protection Engineering , 17 : 293 – 320 .
   Web of Science ®Google Scholar
• Kwak, H.-G., & Kim S.-P. (2002). Nonlinear analysis of RC beams based on moment–curvature relation. Computers & amp; Structures, 80, 615–628.
   Google Scholar
• Kwasniewski, A. (2011). Analyses of structures under fire. Warsaw: Warsaw University of Technology.
   Google Scholar
• Lennon , T. and Moore , D. 2003 . The natural fire safety concept – full-scale tests at Cardington . Fire Safety Journal , 38 : 623 – 643 .
   Web of Science ®Google Scholar
• Luc, T., & Niels P. H. (2008). Fire design of concrete structures – structural behaviour and assessment. Hamburg: International Federation for Structural Concrete (fib).
   Google Scholar
• Lundin , J. 2005 . On quantification of error and uncertainty in two-zone models used in fire safety design . Journal of Fire Sciences , 23 : 329 – 354 .
   Web of Science ®Google Scholar
• Meada , M. and Kang , D. 2009 . Post-earthquake damage evaluation of RC buildings . Journal of Advanced Concrete Technology , 7 : 327 – 335 .
   Web of Science ®Google Scholar
• Minson , A. 2006 . Eurocode 2–3 . Concrete Structures , 40 : 30 – 31 .
   Google Scholar
• Mohammadi J., & Alysian S. (1992). Analysis of post-earthquake fire hazard. Earthquake engineering, Tenth World Conference. Rotterdam.
   Google Scholar
• Monti , G. and Spacone , E. 2000 . Reinforced concrete fiber beam element with bond-slip . Journal of Structural Engineering , 126 : 654 – 661 .
   Web of Science ®Google Scholar
• Mostafaei, H., & Kabeyasawa T. (2010). Performance of a six-story reinforced concrete structure in post-earthquake fire. In 10th Canadian Conference on Earthquake Engineering, Institute for Research in Construction, Toronto, Ontario.
   Google Scholar
• Mousavi , S. , Kodur , V. K. R. and Bagchi , A. 2008 . Review of post earthquake fire hazard to building structures . Canadian Journal of Civil Engineering , 35 : 689 – 698 .
   Web of Science ®Google Scholar
• Nakano, Y., Maeda, M., Kuramoto, H., & Murakami, M. (2004). Guidelines for post-earthquake damage eveluation and rehabilitation of RC buildings in Japan. In 13th World Conference on Earthquake Engineering, Vancouver, Canada.
   Google Scholar
• National Research Council Canada. (2005). National fire code in buildings. Ottawa: National Research Council Canada.
   Google Scholar
• Park R., & Paulay. T. (1975). Reinforced concrete structures (p. 769). New York, NY: John Wiley & Sons.
   Google Scholar
• Ranzo , G. and Petrangeli , M. 1998 . A fibre finite beam element with section shear modelling for seismic analysis of RC structures . Journal of earthquake engineering , 2 : 443 – 473 .
   Google Scholar
• Remesh , K. and Tan , K. H. 2007 . Performance comparison of zone models with compartment fire tests . Journal of fire sciences , 25 : 321 – 353 .
   Web of Science ®Google Scholar
• SAP2000-V14 . 2002 . Integrated finite element analysis and design of structures basic analysis reference manual , Berkeley , CA : CSI .
   Google Scholar
• Scawthorn, C., Eidinger, J. M., & Schiff A. (2005). Fire following earthquake. New York, NY: American Society of Civil Engineers.
   Google Scholar
• Spacone , E. , Filippou , F. C. and Taucer , F. F. 1996 . Fibre beam-column model for non-linear analysis of R/C frames: Part I. Formulation . Earthquake Engineering and Structural Dynamics , 25 : 711 – 726 .
   Web of Science ®Google Scholar
• Tanaka , T. 1998 . Performance-based fire safety design of a high-rise office building , Tokyo : Building Research Institute .
   Google Scholar
• Taylor, J. (2003). Post earthquake fire in tall buildings and the New Zealand building code, in civil engineering (p. 160). Christchurch: University of Canterbury.
   Google Scholar
• Thomson, A. (2011). Japan disaster: Kesennuma hit by quake, tsunami and fire. Retrieved 2011 from http://www.channel4.com/news/kesennuma-quake-tsunami-and-now-fire
   Google Scholar
• Youssef , M. A. and Moftah , M. 2007 . General stress-strain relationship for concrete at elevated temperatures . Engineering Structures , 29 : 2618 – 2634 .
   Web of Science ®Google Scholar
• Zaharia , R. and Pintea , D. 2009 . Fire after earthquake analysis of steel moment resisting frames . International Journal of Steel Structures , 9 : 275 – 284 .
   Web of Science ®Google Scholar
• Zehfuss , J. and Hosser , D. 2007 . A parametric natural fire model for the structural fire design of multi-storey buildings . Fire Safety Journal , 42 : 115 – 126 .
   Web of Science ®Google Scholar