Abstract
With a growing interest in using timber as a structural material for tall buildings in response to trends in sustainable design, several timber buildings between 7 and 10 stories have been built in Europe and Australia. However, in the United States, timber buildings are still limited to 6 or fewer stories. The availability of glued laminated timber enables the fabrication of structural members with cross-section sizes and shapes capable of supporting heavy loads. Although this may be appealing for use in tall buildings, from a structural engineering point of view, there are also other timber properties that may be attractive to architectural designers as well. Among these properties, timber has favorable performance in fire (at least for solid sections). These properties may offer some advantages for wood to become a candidate for tall building construction as an alternative material. This paper presents an overview of available literature on the use of timber as a potential material for use in tall buildings. Specific properties of wood in offering a renewable material with a favorable strength-to-density ratio and fire-resistance rating are discussed. Recent and ongoing fire tests and the significance of adhesive effects in laminated timber members are reviewed. Fire safety and structural design challenges in making wood an alternative material in tall building construction are also presented.
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References
AF&PA (American Forest & Paper Association, Inc.) (2005). National design specification (NDS) for wood construction, Washington, DC.
Aguanno, M. (2013). “Fire resistance tests on cross-laminated timber floor panels: An experimental and numerical analysis.” Master thesis, Carleton Univ., Ottawa, ON, Canada.
ASTM. (2004). “Standard test methods for small clear specimens of timber. D-143-94. Vol. 04.10 on Wood.” Annual book of ASTM standards, West Conshohocken, PA.
AWC (American Wood Council). (2010). Design for code acceptance: Component additive method (CAM) for calculating and demonstrating assembly fire endurance, Madison, WI.
CEN (European Committee for Standardization). (2004). “Eurocode 5: Design of timber structures—Part 1-2: General–Structural fire design.” EN 1995-1-2, Brussels, Belgium.
CWC (Canadian Wood Council). (2000). “Fire resistance and sound transmission in wood-frame residential buildings.” International Building Series No. 3, Ottawa, ON, Canada.
FPInnovations and BSLC (FPInnovations and Binational Software Lumber Council). (2013). CLT handbook, U.S. Ed.,Québec.
Frangi, A., Bochicchio, G., Ceccotti Cnr-Ivalsa, A., and Lauriola, P. M. (2008). “Natural full-scale fire test on a 3 storey XLam timber building.” Proc, 10th World Conf. on Timber Engineering, Curran, Red Hook, NY, 528–535.
Frangi, A., Fontana, M., Hugi, E., and Jübstl, R. (2009). “Experimental analysis of cross-laminated timber panels in fire.” Fire Saf. J., 44(8), 1078–1087.
Gerard, R., Barber, D., and Wolski, A. (2013). Fire safety challenges of tall wood buildings, Fire Protection Research Foundation, Quincy, MA.
Green, C. M., and Karsh, J. E. (2012). The case for tall wood buildings, mgb Architecture + Design, Equilibrium Consulting, Vancouver, BC, Canada.
Hall, R. J. (2013). High-rise building fires, National Fire Protection Association, Quincy, MA.
ICC (International Code Council, Inc.) (2011). 2012 International building code, Country Club Hills, IL.
KLH UK. (2013). “Technical information-technical characteristics of KLH cross-laminated timber panels.” 〈http://www.klhuk.com/product-/technical.aspx〉 (Mar. 29, 2014).
Ling, L. (2014). “An investigation into fire endurance of wood as a structural material in tall buildings.” Master thesis, Illinois Institute of Technology, Chicago.
Mohammad, M., Gagnon, S., Douglas, B. K., and Podesto, L. (2012). “Introduction to cross laminated timber.” Wood Des. Focus, 22(2), 3–12.
NFPA (National Fire Protection Association). (2011a). NFPA 5000: Building construction and safety code, Quincy, MA.
NFPA (National Fire Protection Association). (2011b). NFPA 80A: Recommended practice for protection of buildings from exterior fire exposures, Quincy, MA.
NFPA (National Fire Protection Association). (2012). NFPA 557: Standard for determination of fire loads for use in structural fire protection design, Quincy, MA.
Njankouo, M. J., Dotreppe, J.-C., and Franssen, J.-M. (2004). Experimental study of charring rate of tropical hardwoods, John Wiley & Sons, Ltd., New York.
NRC (National Research Council of Canada). (2012). “Full-scale fire resistance tests on cross-laminated timber.” Constr. Innovation, 17(4) 〈http://www.nrc-cnrc.gc.ca/ci-ic/article/v17n4-4〉 (Mar. 29, 2014).
Richardson, L. R., and Cornelissen, A. A. (1987). “Fire-resistant coatings for roof/ceiling deck timbers.” Fire Mater., 11(4), 191–194.
Rizzo, J. M., and Menchetti, J. R. (2012). “Test rep. for American Wood Council: Standard methods of fire tests of building construction and materials ASTM E119–11a.” Test Rep. No. WP-1950, NGC Testing Services, Buffalo, NY.
SA (Standards Association of Australia). (2006). “Timber structures–Part 4: Fire resistance for structural adequacy of timber members.” AS 1720.4-2006, Sydney, NSW, Australia.
Schaffer, E. L. (1984). “Structural fire design: Wood.” Research Paper FPL 450, U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, Madison, WI.
SOM (Skidmore, Owens & Merrill, LLP). (2013). “Timber tower research project.” Final Rep., Skidmore, Owings & Merrill, LLP, Chicago.
Tahan, N. (2013). “LCT ONE: Case study of an eight-story timber office building.” 〈https://www.constructionspecifier.com/lct-one-a-case-study-of-an-eight-story-wood-office-building/〉 (Mar. 29, 2014).
Tondi, G., Wieland, S., Wimmer, T., Thevenon, F. M., Pizzi, A., and Petutschnigg, A. (2012). “Tannin-boron preservatives for wood buildings: Mechanical and fire properties.” Eur. J. Wood. Wood. Prod., 70(5), 689–696.
TRADA. (2009). Case study: Stadthaus, 24 Murray Grove, London, TRADA Technology Ltd., Buckinghamshire, U.K.
Van de Lindt, J. W., Pei, S., Pryor, S. E., Shimizu, H., and Isoda, H. (2010). “Experimental seismic response of a full-scale six-story light-frame wood building.” J. Struct. Eng., 1262–1272.
White, H. R. (2009). “Fire resistance of wood members with directly applied protection.” Wood design focus, Forest Products Society, Peachtree Corners, GA, 1–13.
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© 2017 American Society of Civil Engineers.
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Received: Dec 20, 2016
Accepted: Mar 22, 2017
Published online: Jun 14, 2017
Published in print: Nov 1, 2017
Discussion open until: Nov 14, 2017
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