OJCE  Vol.7 No.2 , June 2017
Review of Conventional and Innovative Technologies for Fire Retrofitting of Existing Buildings
Abstract: Fire effects can be one of the most harmful conditions that any building may experience throughout its service life. Developing practical protection methods and concepts against potential fire disasters in buildings has been an important consideration in design of buildings in recent decades. Rapid developments in technology have heightened the demand for new and innovative fire protection systems in comparison with conventional and traditional methods. Such a need for new technologies is in particular of greater importance when it comes to existing buildings. Retrofitting an existing building for fire safety is a greater challenge compared with designing a new building using materials and components that have more desirable and superior fire rating to begin with. Furthermore, strategies to design a new building that includes state-of-the-art fire safety features are also different from solutions that may be more suitable for retrofitting an existing building. This paper presents a review of the literature concerning conventional and new or innovative retrofitting methods for fire safety of buildings. Advantages and disadvantages of different fire protection devices and methods as available and understood from the literature are mentioned. Study of fire safety systems shows that each has its drawbacks. Comparison of the results shows that disadvantages of a solitary system for retrofitting against fire can be improved by using a combination of several fire safety concepts or methods simultaneously.
Cite this paper: Zahmatkesh, F. and Memari, A. (2017) Review of Conventional and Innovative Technologies for Fire Retrofitting of Existing Buildings. Open Journal of Civil Engineering, 7, 222-244. doi: 10.4236/ojce.2017.72014.

[1]   Karter, M.J. (2013) Fire Loss in the United States during 2012. NFPA.

[2]   Yung, D. and Beck, R. (1995) Building Fire Safety Risk Analysis. SFPE Handbook of Fire Protection Engineering 1995.

[3]   Wang, H. and Fan, W. (1997) Progress and Problems of Fire Protection in China. Fire Safety Journal, 28, 191-205.

[4]   Zhong, M., Fan, W., Liu, T., Zhang, P., Wei, X. and Liao, G. (2004) China: Some Key Technologies and the Future Developments of Fire Safety Science. Safety Science, 42, 627-637.

[5]   Xin, J. and Huang, C. (2013) Fire Risk Analysis of Residential Buildings Based on Scenario Clusters and Its Application in Fire Risk Management. Fire Safety Journal, 62, 72-78.

[6]   Xin, J. and Huang, C.F. (2014) Fire Risk Assessment of Residential Buildings Based on Fire Statistics from China. Fire Technology, 50, 1147-1161.

[7]   Lo, S.M., Zhao, C., Liu, M. and Coping, A. (2008) A Simulation Model for Studying the Implementation of Performance-Based Fire Safety Design in Buildings. Automation in Construction, 17, 852-863.

[8]   Lo, S.M. (1999) A Fire Safety Assessment System for Existing Buildings. Fire Technology, 35, 131-152.

[9]   Korhonen, T. and Hietaniemi, J. (2005) Fire Safety of Wooden Façades in Residential Suburb Multi-Storey Buildings. VTT Building and Transport.

[10]   Oleszkiewicz, I. (1990) Fire Exposure to Exterior Walls and Flame Spread on Combustible Cladding. Fire Technology, 26, 357-375.

[11]   Kokkala, M., Mikkola, E., Immonen, M., Juutilainen, H., Manner, P. and Parker, W. (1997) Large-Scale Upward Flame Spread Tests on Wood Products. VTT TIEDOTTEITA.

[12]   Madrzykowski, D., Bryner, N., Grosshandler, W. and Stroup, D. (2004) Fire Spread through a Room with Polyurethane Foam Covered Walls. National Institute of Standards and Technology, Gaithersurg, 5-7.

[13]   Krasny, J., Parker, W. and Babrauskas, V. (2000) Fire Behavior of Upholstered Furniture and Mattresses. William Andrew.

[14]   ASTM (2012) American Society for Testing and Materials in Standard Test Methods for Fire Tests of Building Construction and Materials. ASTM E119, West Conshohocken.

[15]   EC3, Eurocode 3 (EC3), BS EN 1993-1-2 (2005) Design of Steel Structures, Part 1-2: General Rules-Structural Fire Design. British Standards Institution London, London.

[16]   Engineering, S.F. (1991) Investigation of Broadgate Phase 8 Fire. The Steel Construction Institute.

[17]   Wolski, A., Dembsey, N.A. and Meacham, B.J. (2000) Accommodating Perceptions of Risk in Performance-Based Building Fire Safety Code Development. Fire Safety Journal, 34, 297-309.

[18]   Wong, L. and Lau, S. (2007) A Fire Safety Evaluation System for Prioritizing Fire Improvements in Old High-Rise Buildings in Hong Kong. Fire Technology, 43, 233-249.

[19]   Shi, J., Ren, A. and Chen, C. (2009) Agent-Based Evacuation Model of Large Public Buildings under Fire Conditions. Automation in Construction, 18, 338-347.

[20]   NIOSH (2011) Career Fire Fighter Dies While Conducting a Search in a Residential House Fire—Kansas.

[21]   Pappas, J.J. (2015) Peekskill House Fire Set by Teen: News Report.

[22]   Cui, Y.Q., Peng, Y.L. and Luo, C.L. (2014) Study on the Fire Protection Technologies for External Thermal Insulation System of the Buildings. Applied Mechanics and Materials, 638-640, 1646-1649.

[23]   Hu, W.-C., Nurcholik, S.D., Lee, S.-K. and Lin, T.-H. (2016) Evaluations on Heat Resistance of Curtains with Water Film in a Fire. Journal of the Chinese Institute of Engineers, 39, 1-8.

[24]   Weil, E.D. (2011) Fire-Protective and Flame-Retardant Coatings-A State-of-the-Art Review. Journal of Fire Sciences, 29, 259-296.

[25]   Mulligan Products, Stages of Fire Spread from Wall Plug 2015.

[26]   Hevern, E. (2011) Residential Sprinklers.

[27]   Madrzykowski, D. (2004) The Station Nightclub Fire: Simulation of Fire and Smoke Movement in Laboratory Reconstruction.

[28]   Emmons, H.W. (1983) The Calculation of a Fire in a Large Building. Journal of Heat Transfer, 105, 151-158.

[29]   Wu, N., Yang, R., Zhang, H. and Qiao, L. (2013) Decentralized Inverse Model for Estimating Building Fire Source Location and Intensity. Journal of Thermophysics and Heat Transfer, 27, 563-575.

[30]   Rotter, J., et al. (1999) Structural Performance of Redundant Structures under Local Fires. Proceedings of Interflam, 8th International Fire Science and Engineering Conference, Edinburgh, 5-7 June 1999, 12.

[31]   Zahmatkesh, F., Osman, M., Talebi, E. and Kueh, A. (2014) Analytical Study of Slant End-Plate Connection Subjected to Elevated Temperatures. Steel and Composite Structures, 17, 47-67.

[32]   Zahmatkesh, F., Osman, M.H., Talebi, E. and Kueh, A.B.H. (2014) Direct Stiffness Model of Slant Connection under Thermal and Non-Symmetric Gravity Load. Journal of Constructional Steel Research, 102, 24-43.

[33]   Liu, T.C.H. (1999) Fire Resistance of Unprotected Steel Beams with Moment Connections. Journal of Constructional Steel Research, 51, 61-77.

[34]   Rodrigues, J.P.C., Cabrita Neves, I. and Valente, J.C. (2000) Experimental Research on the Critical Temperature of Compressed Steel Elements with Restrained Thermal Elongation. Fire Safety Journal, 35, 77-98.

[35]   Yin, Y.Z. and Wang, Y.C. (2004) A Numerical Study of Large Deflection Behaviour of Restrained Steel Beams at Elevated Temperatures. Journal of Constructional Steel Research, 60, 1029-1047.

[36]   Wong, M.B. (2005) Modelling of Axial Restraints for Limiting Temperature Calculation of Steel Members in Fire. Journal of Constructional Steel Research, 61, 675- 687.

[37]   Mourão, H.D.R. and Silva, V.P.E. (2007) On the Behaviour of Single-Span Steel Beams under Uniform Heating. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 29, 115-122.

[38]   Li, G.-Q. and Guo, S.-X. (2008) Experiment on Restrained Steel Beams Subjected to Heating and Cooling. Journal of Constructional Steel Research, 64, 268-274.

[39]   Pi, Y.L., Bradford, M.A. and Qu, W.L. (2011) Extremal Thermoelastic Buckling Analysis of Fixed Slender Beams. Procedia Engineering, 14, 256-263.

[40]   Jain, V.K. (2007) Fire Safety in Buildings. Taylor & Francis, Abingdon-on-Thames.

[41]   Moinuddin, K. and Thomas, I. (2014) Reliability of Sprinkler System in Australian High Rise Office Buildings. Fire Safety Journal, 63, 52-68.

[42]   Li, K., Hu, L., Huo, R., Li, Y., Chen, Z., Li, S. and Sun, X. (2009) A Mathematical Model on Interaction of Smoke Layer with Sprinkler Spray. Fire Safety Journal, 44, 96-105.

[43]   Lai, C.-M., Chen, K.-J., Chen, C.-J., Tzeng, C.-T. and Lin, T.-H. (2010) Influence of Fire Ignition Locations on the Actuation of Smoke Detectors and Wet-Type Sprinklers in a Furnished Office. Building and Environment, 45, 1448-1457.

[44]   Butry, D.T. (2012) Comparing the Performance of Residential Fire Sprinklers with Other Life-Safety Technologies. Accident Analysis & Prevention, 48, 480-494.

[45]   Zhang, C. and Chow, W. (2013) Numerical Studies on the Interaction of Sprinkler and Smoke Layer. Procedia Engineering, 62, 453-462.

[46]   Zhou, X., D’Aniello, S.P. and Yu, H.-Z. (2012) Spray Characterization Measurements of a Pendent Fire Sprinkler. Fire Safety Journal, 54, 36-48.

[47]   Hall, J.R. (2007) US Experience with Sprinklers and Other Automatic Fire Extinguishing Equipment. National Fire Protection Association, Quincy.

[48]   Reilly, B. (2008) The Victaulic “Vortex” Multiple Agent Fire Extinguishing System. The 2008 Spring National Meeting.

[49]   Bilson, M., Purchase, A. and Stacey, C. (2008) Deluge System Operating Effectiveness in Road Tunnels and Impacts on Operating Policy. Proceedings 13th Australian Tunnelling Conference, Melbourne.

[50]   Bentz, D.P., Prasad, K.R. and Yang, J.C. (2006) Towards a Methodology for the Characterization of Fire Resistive Materials with Respect to Thermal Performance Models. Fire and Materials, 30, 311-321.

[51]   Bentz, D.P. and Prasad, K. (2007) Thermal Performance of Fire Resistive Materials: I. Characterization with Respect to Thermal Performance Models. US Department of Commerce, Technology Administration, National Institute of Standards and Technology.

[52]   Kwak, Y.K., Pessiki, S., Kwon, K. and Kim, H.-K. (2008) Fire Behavior of Steel Columns Encased by Damaged Spray-Applied Fire Resistive Material. Architectural Research, 10, 1-11.

[53]   Arablouei, A. and Kodur, V. (2014) A Fracture Mechanics-Based Approach for Quantifying Delamination of Spray-Applied Fire-Resistive Insulation from Steel Moment-Resisting Frame Subjected to Seismic Loading. Engineering Fracture Mechanics, 121, 67-86.

[54]   Kodur, V.K.R. and Shakya, A.M. (2013) Effect of Temperature on Thermal Properties of Spray Applied Fire Resistive Materials. Fire Safety Journal, 61, 314-323.

[55]   Ahering (2006) Spray Chemical Coating Material on Steel.

[56]   Landesmann, A. (2012) Refined Plastic-Hinge Model for Analysis of Steel-Concrete Structures Exposed to Fire. Journal of Constructional Steel Research, 71, 202-209.

[57]   Knight, S. (2015) Fire Alarm and Emergency Voice Systems.

[58]   CertainTeed, C. (2012) Gypsum Board Systems Manual. CertainTeed, 1-52.

[59]   Choices, F. (2004) A Head Start on Firestopping. Environment of Care News, 7.

[60]   Hilti, C. (2011) 642 Fire Stop Jacket Product Information.

[61]   Firestopping, A.E.S. (2000) Single Component Silicone Elastomeric Compound and Compatible Silicone Sealant. 1. Manufacturers. A/D Fire Protection Systems Inc., 3M Fire Protection Products, Hilti, Inc., Specified Technologies, Inc., Substitutions: See Section, Vol. 1, 60.

[62]   Coopers (2015)

[63]   Yamada, T., Yanai, E. and Nasa, H. (2000) Study of Full-Scale Flammability Tests of Flame-Retardant and Non Flame-Retardant Curtains. Fire Safety Science, 4, 463- 474.