Abstract
The fire resistance ratings of wood members and assemblies, as with other materials, have traditionally been obtained by testing the assembly in a furnace in accordance with ASTM International (ASTM) Standard E119 “Standard test methods for fire tests of building construction and materials”, International Organization for Standardization (ISO) Standard 834 “Fire-resistance tests-Elements of building construction”, and similar standards. In the U.S., these ratings are published in listings, such as Underwriters Laboratories Fire Resistance Directory, Gypsum Association’s Fire Resistance Design Manual, American Wood Council’s Design for Code Acceptance publications, and those in building codes. The ratings listed are limited to the actual assembly tested and normally do not permit modifications such as adding insulation, changing member size, changing interior finish, or increasing the spacing between members. Code interpretation of test results sometimes allows the substitution of larger members, thicker or deeper assemblies, smaller member spacing, and thicker protection layers, without reducing the listed rating.
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References
“Component Additive Method (CAM) for Calculating and Demonstrating Assembly Fire Endurance,” Design for Code Acceptance 4, American Wood Council, Leesburg, VA, 8 p. (2010).
T.T. Lie, “A Method for Assessing the Fire Resistance of Laminated Timber Beams and Columns,” Canadian Journal of Civil Engineering, 4, p. 161 (1977).
Fire Safety Design in Buildings, Canadian Wood Council, Ottawa (1996).
J. König, “Structural Fire Design According to Eurocode 5—Design Rules and Their Background,” Fire and Materials, 29, p. 147 (2005).
J. König, “Structural Fire Design According to Eurocode 5,” in Fire Safety Science—Proceedings of the 8th International Symposium, International Association for Fire Safety Science, London, UK, p. 303 (2005).
B. Östman, E. Mikkola, R. Stein, A. Frangi, J. König, D. Dhima, T. Hakkarainen, and J. Bregulia, “Fire Safety in Timber Buildings – Technical Guidelines,” SP Report 2010:1, SP Trätek, Stockholm (2010).
T.Z. Harmathy, “Ten Rules of Fire Endurance Rating,” Fire Technology, 1, p. 93 (1965).
“Standard Method of Fire Tests for the Evaluation of Thermal Barriers Used Over Foam Plastic Insulation,” NFPA 275, National Fire Protection Association, Quincy, MA. (2009)
L.R. Richardson and M. Batista, “Revisiting the Component Additive Method for Light-Frame Walls Protected by Gypsum Board,” Fire and Materials, 21, p. 107 (1997).
L.R. Richardson, R.A. McPhee, and M. Batista, “Sound-Transmission-Class and Fire Resistance Ratings for Wood-Frame Floors,” Fire and Materials, 24, p. 17 (2000).
M.A. Sultan and V.R. Kodur, “Light-Weight Frame Wall Assemblies: Parameters for Consideration in Fire Resistance Performance-Based Design,” Fire Technology, 36, p. 75 (2000).
V.K.R. Kodur and M. A. Sultan, “Performance of Wood Stud Shear Walls Exposed to Fire,” Fire and Materials, 24, p. 9 (2000).
B. Östman, J. König, and J. Norén, “Contribution to Fire Resistance of Timber Frame Assemblies by Means of Fire Protective Boards,” in Proceedings of Fire and Materials ‘04 Conference, Interscience Communication Ltd., London (1994).
B. Östman, J. König, and J. Norén, “Fire Behaviour of Timber Frame Structures,” Rapport I 9612091, Trätek, Stockholm (1996).
V. Schleifer, A. Frangi, and M. Fontana, “Separating Function of Light Timber Frame Assemblies,” in Proceedings of the 9th Wood Timber Engineering Conference, Oregon State University, Corvallis (2006).
A. Frangi, V. Schleifer, M. Fontana, and E. Hugi. “Experimental and Numerical Analysis of Gypsum Plasterboards in Fire,” Fire Technology, 46, p. 149 (2010).
P.C.R. Collier, “Design of Loadbearing Light Timber Frame Walls for Fire Resistance: Part 1,” Study Report No. 36, Building Research Association of New Zealand, Judgeford (1991).
N. Bénichou and M.A. Sultan, “Fire Resistance Performance of Lightweight Wood-Framed Assemblies,” Fire Technology, 36, p. 184 (2000).
F.C.W. Fung, “A Computer Program for the Thermal Analysis of the Fire Endurance of Construction Walls,” NBSIR 77-1260, National Bureau of Standards, Washington, DC (1977).
B.W. Gammon, “Reliability Analysis of Wood-Frame Wall Assemblies Exposed to Fire,” Ph.D. Dissertation, University of California, Berkeley (1987).
J.R. Mehaffey, P. Cuerrier, and G. Carisse, “A Model for Predicting Heat Transfer Through Gypsum-Board/Wood-Stud Walls Exposed to Fire,” Fire and Materials, 18, p. 297 (1994).
H. Takeda and J.R. Mehaffey, “WALL2D: A Model for Predicting Heat Transfer Through Wood-Stud Walls Exposed to Fire,” Fire and Materials, 22, p. 133 (1998).
H. Takeda and S. Kouchleva, “A Model to Predict Fire Resistance of Wood-Framed Floor/Ceiling Assemblies,” in Proceedings of the 7th International Conference on Fire and Materials, Interscience Communication Ltd., London, p. 507 (2001).
H. Takeda, “Model to Predict Fire Resistance of Non-Load Bearing Wood-Stud Walls,” Fire and Materials, 27, p. 19 (2003).
J. König, “Fire Tests of Load-Carrying Timber Frame Assemblies Exposed to Standard and Parametric Fires,” in Proceedings of Fire and Materials ‘98 Conference, Interscience Communications Ltd., London (1998).
P. Collier, “A Model for Predicting the Fire-Resisting Performance of Small-Scale Cavity Walls in Realistic Fires,” Fire Technology, 32, 2, p. 120 (1996).
A.H. Buchanan and G.C. Thomas, “Predicting the Real Fire Performance of Light Timber Frame Construction,” in Proceedings of the 3rd Wood and Fire Safety Conference, Technical University of Zvolen, Zvolen, Slovak Republic (1996).
P. Clancy, “Advances in Modeling Heat Transfer Through Wood Framed Walls in Fire,” Fire and Materials, 25, p. 241 (2001).
S.A. Young and P. Clancy, “Structural Modelling of Light-Timber Framed Walls in Fire,” Fire Safety Journal, 36, p. 241 (2001).
N. Bénichou, M.A. Sultan, and V.R. Kodur, “Fire Resistance Performance of Lightweight Framed Wall Assemblies: Effects of Various Parameters, Key Design Considerations and Numerical Modeling,” in Proceedings of Fire and Materials 2003 Conference, Interscience Communications Ltd., London, p. 9 (2003).
A. Frangi, C. Erchinger, and M. Fontana, “Charring Model for Timber Frame Floor Assemblies with Void Cavities,” Fire Safety J., 43, p. 551 (2008).
P. Clancy, “A Parametric Study on the Time-to-Failure of Wood Framed Walls in Fire,” Fire Technology, 38, p. 243 (2002).
S.M. Cramer, O.M. Friday, R.H. White, and G. Sriprutkiat, “Mechanical Properties of Gypsum Board at Elevated Temperatures,” in Proceedings of Fire and Materials 2003 Conference, Interscience Communications Ltd., London, p. 33 (2003).
N. Bénichou and M.A. Sultan. “Thermal Properties of Lightweight-Framed Construction Components at Elevated Temperatures,” Fire and Materials, 29, p. 165 (2005).
S. Craft, G. Hadjispphocleous, B. Isgor, and J. Mehaffey, “Predicting the Fire Resistance of Light-Frame Wood Floor Assemblies,” in Proceedings of SiF’06: Fourth International Workshop Structures in Fire, University of Aveiro, Aveiro, Portugal, p. 939 (2006).
G. Thomas, “Thermal Properties of Gypsum Plasterboard at High Temperatures,” Fire and Materials, 26, p. 37 (2002).
R.H. White, “Use of Coatings to Improve Fire Resistance of Wood,” in ASTM STP826, American Society for Testing and Materials, Philadelphia (1983).
R.H. White, “An Empirical Model for Predicting Performance of Fire-Resistive Coatings in Wood Construction,” Journal of Testing and Evaluation, 14, p. 97 (1986).
L.R. Richardson and A.A. Cornelissen, “Fire-Resistant Coatings for Roof/Ceiling Deck Timbers,” Fire and Materials, 11, p. 191 (1987).
Z. Huntierová and G. Wegener, “The Effects of Fire Retardants of the Behaviour of Solid Wood and Glulam Beams Loaded in Bending,” in Proceedings of the 3rd Wood and Fire Safety Conference, Technical University of Zvolen, Zvolen, Slovak Republic (1996).
Fire Resistance of Wood Structures, Technical Research Centre of Finland, Helsinki (1980).
W.D. Gardner and D.R. Syme, “Charring of Glue-Laminated Australian-Grown Timber Species and the Effect of 13 mm Gypsum Plaster-Board on Their Charring,” Technical Report No. 5, NSW Timber Advisory Council Ltd., Sydney, Australia (1991).
L.D. Tsantaridis, B.A.-L. Östman, and J. König, “Short Communication: Fire Protection of Wood by Different Gypsum Plasterboard,” Fire and Materials, 23, p. 45 (1999).
L.R. Richardson and M. Batista, “Fire Resistance of Timber Decking for Heavy Timber Construction,” Fire and Materials, 25, p. 21 (2001).
R.H. White, “Fire Resistance of Engineered Wood Rim Board Products,” Research Paper FPL-RP-610, U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, Madison, WI (2003).
R.H. White, “Fire Resistance of Wood Members with Directly Applied Protection,” In: Proc. Fire and Materials 2009 Conference, Interscience Communications Limited, London, p. 535 (2009).
L. Osborne, C. Dagenais, and N. Bénichou. Preliminary CLT Fire Resistance Testing Report, Project No. 301006155, FPInnovations, Quebec City, Qc. (2012).
C. Dagenais, R.H. White, and K. Sumathipala “Chapter 8 – Fire Performance of Cross-Laminated Timber Assemblies,” Cross-Laminated Handbook – U.S. Edition, FPInnovations, Quebec City, Qc. (2013).
A. Just, J. Schmid, and J. König, “Failure Times of Gypsum Boards,” in Proc. 6 th International conference Structures in Fire, DEStech Publications, Inc., Lancaster, PA, p. 593 (2010).
“Calculation of Fire Resistance of Glued Laminated Timbers,” Technical Note 7, American Institute of Timber Construction, Englewood, CO (1996).
D. Drysdale, An Introduction to Fire Dynamics, 2nd ed., John Wiley and Sons, Chichester, UK (1998).
F.L. Browne, “Theories of the Combustion of Wood and Its Control—A Survey of the Literature,” Report No. 2136, USDA Forest Service, Forest Product Laboratory, Madison, WI (1966).
E.L. Schaffer, “Review of Information Related to the Charring Rate of Wood,” Research Note FPL-145, USDA Forest Service, Forest Product Laboratory, Madison, WI (1966).
E.L. Schaffer, “State of Structural Timber Fire Endurance,” Wood and Fiber, 9, p. 145 (1977).
G.S. Hall, R.G. Saunders, R.T. Allcorn, P.E. Jackman, M.W. Hickey, and R. Fitt, Fire Performance of Timber—A Literature Survey, Timber Research and Development Association, High Wycombe, UK (1971).
S. Hadvig, Charring of Wood in Building Fires, Technical University of Denmark, Lyngby (1981).
V. Babrauskas, “Charring Rate of Wood as a Tool for Fire Investigations,” Fire Safety Journal, 40, p. 528 (2005).
E.L. Schaffer, “Charring Rate of Selected Woods—Transverse to Grain,” Research Paper FPL 69, USDA Forest Service, Forest Product Laboratory, Madison, WI (1967).
R.H. White and E.V. Nordheim, “Charring Rate of Wood for ASTM E119 Exposure,” Fire Technology, 28, p. 5 (1992).
R.H. White, “Charring Rate of Composite Timber Products,” in Proceedings of the 3rd Wood and Fire Safety Conference, Technical University of Zvolen, Zvolen, Slovak Republic, p. 353 (2000).
R.H. White, “Fire Resistance of Structural Composite Lumber Products,” Research Paper FPL 633, USDA Forest Service, Forest Products Laboratory, Madison, WI (2006).
X.A. Frangi and M. Fontana, “Charring Rates and Temperature Profiles of Wood Sections,” Fire and Materials, 27, p. 91 (2003).
P.B. Cachim and J-M. Franssen, “Comparison Between the Charring Rate Model and the Conductive Model of Eurocode 5,” Fire and Materials, 33, p. 129 (2009).
Forest Products Laboratory, “Wood Handbook: Wood as an Engineering Material,” General Technical Report FPL-GTR-190, USDA, Forest Service, Madison, WI. 508 p. (2010).
J. König, “Notional Versus One-Dimensional Charring Rates of Timber,” in Proceedings of the 8th World Conference on Timber Engineering, Engineered Wood Products Association, Madison, WI (2004).
A.M. Kanury and D.J. Holve, “A Theoretical Analysis of the ASTM E119 Standard Fire Test of Building Construction and Materials,” NBS-GCR 76-50, National Bureau of Standards, Washington, DC (1975).
B.J. Noren and B.A.-L. Ostman, “Contribution to Fire Resistance from Building Panels,” in Fire Safety Science—Proceedings of the First International Symposium, Hemisphere, New York (1986).
E.L. Schaffer, “A Simplified Test for Adhesive Behavior in Wood Sections Exposed to Fire,” Research Note FPL-175, USDA Forest Service, Forest Product Laboratory, Madison, WI (1968).
A. Frangi, M. Fontana, E. Hugi, and R. Jöbstl, “Experimental Analysis of Cross-Laminated Timber Panels in Fire,” Fire Safety J., 44, p. 1078 (2009).
E.L. Schaffer, “Effect of Fire-Retardant Impregnations on Wood Charring Rate,” Journal of Fire & Flammability, 1, p. 96 (1974).
P.W.C. Lau, I. Van Zeeland, and R. White, “Modelling the Char Behaviour of Structural Timber,” in Proceedings of Fire and Materials ‘98 Conference, Interscience Communications Ltd., London (1998).
C.P. Butler, “Notes on Charring Rates in Wood,” Fire Research Note No. 896, Joint Fire Research Organization, Borehamwood, UK (1971).
H.C. Tran and R.H. White, “Burning Rate of Solid Wood Measured in a Heat Release Rate Calorimeter,” Fire and Materials, 16, p. 197 (1992).
R.H. White and H.C. Tran, “Charring Rate of Wood Exposed to a Constant Flux,” in Proceedings of the 3rd Wood and Fire Safety Conference, Technical University of Zvolen, Zvolen, Slovak Republic (1996).
T. Harada, “Charring of Wood with Thermal Radiation II,” Mokuzai Gakkaishi, 42, 2, p. 194 (1996).
T. Harada, “Time to Ignition, Heat Release Rate and Fire Endurance Time of Wood in Cone Calorimeter Test,” Fire and Materials, 25, p. 161 (2001).
E. Mikkola, “Charring of Wood Based Materials,” in Fire Safety Science—Proceedings of the Third International Symposium, Elsevier Applied Science, London (1991).
E. Mikkola, “Charring of Wood,” Research Reports 689, Technical Research Centre of Finland, Espoo (1990).
R.M. Nussbaum, “The Effect of Low Concentration Fire Retardant Impregnations on Wood Charring Rate and Char Yield,” Journal of Fire Sciences, 6, p. 290 (1988).
P. Reszka and J.L. Torero, “In-Depth Temperature Measurements in Wood Exposed to Intense Radiant Energy,” Experimental Thermal and Fluid Science, 32, p. 1405 (2008).
O. Pettersson, S.E. Magnusson, and J. Thor, “Fire Engineering Design of Steel Structures,” Publication 50, Swedish Institute of Steel Construction, Stockholm, Sweden (1976).
A.H. Buchanan, Structural Design for Fire Safety, John Wiley and Sons, Brisbane, NZ (2001).
F.B. Olesen and J. König, “Tests on Glued Laminated Beams in Bending Exposed to Natural Fires,” Report No. I 9210061, Swedish Institute for Wood Technology Research (Tratek), Stockholm, Sweden (1991).
M. Janssens, “Modeling of the Thermal Degradation of Structural Wood Members Exposed to Fire,” Fire and Materials, 28, p. 199 (2004).
B. Moghtaderi, “The State-of-the-Art in Pyrolysis Modelling of Lignocellulosic Solid Fuels,” Fire and Materials, 30, p. 1 (2006).
A.F. Roberts, “Problems Associated with the Theoretical Analysis of the Burning of Wood,” in Thirteenth Symposium (International) on Combustion, Combustion Institute, Pittsburgh, PA (1971).
C.H. Bamford, J. Crank, and D.H. Malan, “The Combustion of Wood, Part I,” Proceedings of Cambridge Philosophical Society, 46, p. 166 (1946).
P.H. Thomas, “On the Rate of Burning of Wood,” Fire Research Note No. 446, Fire Research Station, Borehamwood, UK (1960).
H. Kung, “A Mathematical Model of Wood Pyrolysis,” Combustion and Flame, 18, p. 185 (1972).
F. Tamanini, “A Numerical Model for One-Dimensional Heat Conduction with Pyrolysis in a Slab of Finite Thickness,” in Appendix A of Factory Mutual Research Corporation Report No. 21011.7, Factory Mutual Research Corporation, Norwood, MA (1976).
A. Atreya, “Pyrolysis: Ignition and Fire Spread on Horizontal Surfaces of Wood,” Ph.D. Dissertation, Harvard University, Cambridge (1983).
R.H. White and E.L. Schaffer, “Application of CMA Program to Wood Charring,” Fire Technology, 14, p. 279 (1978).
W.J. Parker, “Prediction of the Heat Release Rate of Douglas Fir,” in Fire Safety Science—Proceedings of the Second International Symposium, Hemisphere, New York (1989).
W.J. Parker, “Wood Materials (a) Prediction of the Heat Release Rate from Basic Measurements,” in Heat Release in Fires, Elsevier Applied Science, London, p. 333 (1992).
R.H. White and E.L. Schaffer, “Transient Moisture Gradient in Fire-Exposed Wood Slab,” Wood and Fiber, 13, p. 17 (1981).
B. Fredlund, “Modelling of Heat and Mass Transfer in Wood Structures during Fire,” Fire Safety Journal, 20, p. 39 (1993).
K.M. Bryden, K.W. Ragland, and C.J. Rutland, “Modeling Thermally Thick Pyrolysis of Wood,” Biomass and Bioenergy, 22, p. 41 (2002).
F.S. Costa and D. Sandberg, “Mathematical Model of a Smoldering Log,” Combustion and Flame, 139, p. 227 (2004).
J.A. Havens, “Thermal Decomposition of Wood,” Ph.D. Dissertation, University of Oklahoma, Norman (1969).
R.M. Knudson and A.P. Schniewind, “Performance of Structural Wood Members Exposed to Fire,” Forest Products Journal, 25, p. 23 (1975).
E.J. Kansa, H.E. Perlee, and R.F. Chaiken, “Mathematical Model of Wood Pyrolysis Including Internal Forced Convection,” Combustion and Flame, 29, p. 311 (1977).
S. Hadvig and O.R. Paulsen, “One-Dimensional Charring Rates in Wood,” Journal of Fire & Flammability, 1, p. 433 (1976).
E.R. Tinney, “The Combustion of Wood Dowels in Heated Air,” in Tenth Symposium (International) on Combustion, Combustion Institute, Pittsburgh, PA (1965).
B.L. Badders, J.R. Mehaffey, and L.R. Richardson, “Using Commercial FEA Software Packages to Model the Fire Performance of Exposed Glulam Beams,” in Proceedings of SiF’06: Fourth International Workshop Structures in Fire, University of Aveiro, Aveiro, Portugal, p. 931 (2006).
M. Janssens, “Eurocode 5 Advanced Method Predictions of Glulam Beam Fire Test Performance,” in Proceedings of Fire and Materials 2011 Conference, Interscience Communications Ltd., London, p. 427 (2011).
M. Janssens, “Thermo-Physical Properties for Wood Pyrolysis Models,” in Proceedings of Pacific Timber Engineering Conference, Timber Research and Development Advisory Council, Fortitude Valley MAC, Queensland, Australia (1994).
M. Janssens and B. Douglas, Chapter 7, “Wood and Wood Products,” in Handbook of Building Materials for Fire Protection, McGraw-Hill, New York (2004).
E.L. Schaffer, C.M. Marx, D.A. Bender, and F.E. Woeste, “Strength Validation and Fire Endurance of Glued-Laminated Timber Beams,” Research Paper FPL 467, USDA Forest Service, Forest Product Laboratory, Madison, WI (1986).
E.L. Schaffer, “Structural Fire Design: Wood,” Research Paper FPL 450, USDA Forest Service, Forest Product Laboratory, Madison, WI (1984).
M.L. Janssens and R.H. White, “Short Communication: Temperature Profiles in Wood Members Exposed to Fire,” Fire and Materials, 18, p. 263 (1994).
C. Imaizumi, “Stability in Fire of Protected and Unprotected Glued Laminated Beams,” Norsk Skogind, 16, p. 140 (1962).
T.T. Lie (ed.), Structural Fire Protection, American Society of Civil Engineers, New York (1992).
K. Odeen, “Fire Resistance of Glued Laminated Timber Structures,” in Fire and Structural Use of Timber in Buildings, Her Majesty’s Stationery Office, London (1970).
P.W.C. Lau and J.D. Barrett, “Factors Affecting Reliability of Light-Framing Wood Members Exposed to Fire—A Critical Review,” Fire and Materials, 18, p. 339 (1994).
C. Meyer-Ottens, “Junctions in Wood Structures—Total Construction,” in Three Decades of Structural Fire Safety, Building Research Establishment, Fire Research Station, Borehamwood, UK (1983).
O. Pettersson, “Fire Design of Wood Structures,” in Three Decades of Structural Fire Safety, Building Research Establishment, Borehamwood, UK (1983).
B. Barthelemy and J. Kruppa, Resistance au Leu des Structures, Editions Eyrolles, Paris (1978).
G.M. Kirpichenkov and I.G. Romanenkow, “Basic Principles of Calculating Fire Resistance of Timber Structures,” NBSIR 80-2188, National Bureau of Standards, Washington, DC, pp. 181–189 (1980).
K. Odeen, “Fire Resistance of Wood Structures,” Fire Technology, 21, p. 34 (1985).
F.E. Woeste and E.L. Schaffer, “Second Moment Reliability Analysis of Fire Exposed Wood Joist Floor Assemblies,” Fire and Materials, 3, p. 126 (1979).
F.E. Woeste and E.L. Schaffer, “Reliability Analysis of Fire Exposed Light-Frame Wood Floor Assemblies,” Research Paper FPL 386, USDA Forest Service, Forest Product Laboratory, Madison, WI (1981).
R.H. White, E.L. Schaffer, and F.E. Woeste, “Replicate Fire Endurance Tests of an Unprotected Wood Joist Floor Assembly,” Wood and Fiber, 16, p. 374 (1984).
E.L. Schaffer and R.H. White, “Fire Endurance Model Validation by Unprotected Joist Floor Fire Testing,” in Proceedings of 1988 International Conference on Timber Engineering, Forest Products Research Society, Madison, WI (1988).
E.L. Schaffer and F.E. Woeste, “Reliability Analysis of a Fire-Exposed Unprotected Floor Trusses,” in Proceedings, Metal Plate Wood Truss Conference, Forest Products Research Society, Madison, WI (1985).
R.H. White, S.M. Cramer, and D. Shrestha, “Fire Endurance Model for a Metal-Plate-Connected Wood Truss,” Research Paper FPL 522, USDA Forest Service, Forest Products Laboratory, Madison, WI (1993).
J. König and B. Källsner, “Modeling Resistance of Wooden I-Joists Exposed to Fire,” in Proceedings of SiF’06: Fourth International Workshop Structures in Fire, University of Aveiro, Aveiro, Portugal, p. 951 (2006).
J. König, “Fire Exposed Simply Supported Wooden I-Joists in Floor Assemblies,” SP Report 2006:44, SP National Testing and Research Institute, Stockholm, Sweden (2006).
J. Schmid, J. König, and A. Just, “The Reduced Cross-Section Method for the Design of Timber Structures Exposed to Fire - Background, Limitations, and New Developments,” Structural Engineering International, 22, 4, p. 514 (2012).
D.A. Bender, F.E. Woeste, E.L. Schaffer, and C.M. Marx, “Reliability Formulation for the Strength and Fire Endurance of Glued-Laminated Beams,” Research Paper FPL 460, USDA Forest Service, Forest Prod. Laboratory, Madison, WI (1985).
American Wood Council, “Calculating the Fire Resistance of Exposed Wood Members,” Technical Report 10, American Forest & Paper Association, Washington, DC (2003).
B.K. Douglas, “Calculating the Fire Resistance of Exposed Wood Members,” Wood Design Focus, 9, 3, p. 15 (1999).
M. Klippel, J. Schmid, and A. Frangi, “The Reduced Cross-Section Method for Timber Members Subjected to Compression, Tension and Bending in Fire,” in Proc. CIB-18 Meeting 45, Paper 45-15-1. Ingenieurholzbau und Baukonstruktionen, Karlsruhe Institute of Technology, Karlsruhe, Germany (2012)
T.G. Williamson, “Rehabilitation of Fire-Damaged Timber—The Filene Center,” in Evaluation, Maintenance, and Upgrading of Wood Structures, American Society of Civil Engineers, New York (1982).
A. Frangi, M. Knobloch, and M. Fontana, “Fire Design of Timber Slabs Made of Hollow Core Elements,” Engineering Structures, 31, p. 150 (2009).
M.L. Janssens, “A Method for Calculating the Fire Resistance of Exposed Timber Decks,” in Fire Safety Science—Proceedings of the Fifth International Symposium, International Association for Fire Safety Science, Boston (1997).
R.H. White, “Fire Resistance of Exposed Wood Members,” in Proceedings of the 5th Wood and Fire Safety Conference, Technical University of Zvolen, Zvolen, Slovak Republic, p. 337 (2004).
O. Carling, “Fire Resistance of Joint Details in Loadbearing Timber Construction—A Literature Survey,” Study Report No. 18, Building Research Association of New Zealand, Judgeford, NZ (1989).
J. König and M. Fontana, “The Performance of Timber Connections in Fire-Test Results and Rules of Eurocode 5,” in Proceedings of International Rilem Symposium “Joints in Timber Structures,” University of Stuttgart, Germany (Sept. 2001).
P. Moss, A. Buchanan, M. Fragiacomo, and C. Austruy, “Experimental Testing and Analytical Prediction of the Behavior of Timber Bolted Connections Subjected to Fire,” Fire Technology, 46, p. 129 (2010).
P. Racher, K. Laplanche, D. Dhima, and A. Bouchaïr, “Thermo-Mechanical Analysis of the Fire Performance of Dowelled Timber Connection,” Engineering Structures, 32, p. 1148 (2010).
L. Peng, G. Hadjisophocleous, J. Mehaffey, M. Mohammad, and L. Lu, “Calculating Fire Resistance of Timber Connections,” in Proceedings of Fire and Materials 2011 Conference, Interscience Communications Ltd., London, p. 455 (2011).
B. Yeh and R. Brooks, “Evaluation of Adhesive Performance at Elevated Temperatures for Engineered Wood Products,” in Proceedings of the 9th World Conference on Timber Engineering, Oregon State University, Corvallis (2006).
A. Frangi, M. Fontana, and A. Mischler, “Shear Behavior of Bond Lines in Glued Laminated Timber Beams at High Temperatures,” Wood Sci Technol., 38, p. 119 (2004).
B. Källander and P. Lind, “Strength Properties of Wood Adhesives After Exposure to Fire,” in Proceedings of Wood Adhesives 2005, Forest Products Society, Madison, WI, p. 211 (2006).
J. König, J. Norén, and M. Sterley, “Effect of Adhesives on Finger Joint Performance in Fire,” in Proc. CIB W18 Meeting 41, Lehrstuhl für Ingenieurholzbzu, University of Karlsruhe, Karlsruhe, Germany (2008).
A. Frangi, M. Bertocchi, S. Clauß, and P. Niemz, “Mechanical Behavior of Finger Joints at Elevated Temperatures,” Wood Sci. Technol., 46, p. 793, (2012).
E.G. King and R.W. Glowinski, “A Rationalized Model for Calculating the Fire Endurance of Wood Beams,” Forest Products Journal, 38, 10, p. 31 (1988).
Lee-Gun Kim and Jun-Jae Lee, “Studies on Prediction about Behavior of Wood Beam Under Standard Fire Condition,” Mokchae Konghak, 23, 4, p. 10 (1995).
M. Tavakkol-Khah and W. Klingsch, “Calculation Model for Predicting Fire Resistance Time of Timber Members,” in Fire Safety Science—Proceedings of the Fifth International Symposium, International Association for Fire Safety Science, Boston (1997).
S. Schnabl, I. Planinc, G. Turk, and S. Srpčič, “Fire Analysis of Timber Composite Beams with Interlayer Slip,” Fire Safety Journal, 44, p. 770 (2009).
M. Fragiacomo, A. Menis, P.J. Moss, I. Clemente, A.H. Buchanan, and B. DeNicolo, “Predicting the Fire Resistance of Timber Members Loaded in Tension,” Fire and Materials, published on-line, DOI: 10.1002/fam.2117, (2012).
M.H. Do and G.S. Springer, “Mass Loss of and Temperature Distribution in Southern Pine and Douglas Fir in the Range 100 to 800C,” Journal of Fire Sciences, 1, p. 271 (1983).
M.H. Do and G.S. Springer, “Model for Predicting Changes in the Strengths and Moduli of Timber Exposed to Elevated Temperatures,” Journal of Fire Sciences, 1, p. 285 (1983).
M.H. Do and G.S. Springer, “Failure Time of Loaded Wooden Beams During Fire,” Journal of Fire Sciences, 1, p. 297 (1983).
N. Bénichou. “Predicting the Structural Fire Performance of Solid Wood-Framed Floor Assemblies,” in Proceedings of SiF’06: Fourth International Workshop Structures in Fire, University of Aveiro, Aveiro, Portugal, p. 909 (2006).
I.M. VanZeeland, J.J. Salinas, and J.R. Mehaffey, “Compressive Strength of Lumber at High Temperatures,” Fire and Materials, 29, p. 71 (2005).
C.C. Gerhards, “Effect of Moisture Content and Temperature on Mechanical Properties of Wood: An Analysis of Immediate Effects,” Wood and Fiber Science, 14, p. 4 (1982).
F.C. Beall, “Effect of Temperature on the Structural Uses of Wood and Wood Products,” in Structural Use of Wood in Adverse Environments, Van Nostrand Reinhold, New York (1982).
B.A.-L. Ostman, “Wood Tensile Strength at Temperature and Moisture Contents Simulating Fire Conditions,” Wood Science and Technology, 19, p. 103 (1985).
P.W. Lau and J.D. Barrett, “Modeling Tension Strength Behaviour of Structural Lumber Exposed to Elevated Temperatures,” in Fire Safety Science—Proceedings of the Fifth International Symposium, International Association for Fire Safety Science, Boston (1997).
S.A. Young and P. Clancy, “Compression Mechanical Properties of Wood at Temperatures Simulating Fire Conditions,” Fire and Materials, 25, p. 83 (2001).
F.J. Francisco and P. Clancy, “Compression Properties of Wood as Function of Moisture, Stress and Temperature,” Fire and Materials, 28, p. 209 (2004).
J. König, “Effective Thermal Actions and Thermal Properties of Timber Members in Natural Fires,” Fire and Materials, 30, p. 51 (2006).
B.Y. Lattimer, J. Ouellette, and J. Trelles, “Measuring Properties for Material Decomposition Modeling,” Fire and Materials, 35, p. 1 (2010).
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© 2016 Society of Fire Protection Engineers
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White, R.H. (2016). Analytical Methods for Determining Fire Resistance of Timber Members. In: Hurley, M.J., et al. SFPE Handbook of Fire Protection Engineering. Springer, New York, NY. https://doi.org/10.1007/978-1-4939-2565-0_55
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DOI: https://doi.org/10.1007/978-1-4939-2565-0_55
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