The Next Step for AF&PA/ASCE 16-95: Performance-Based Design of Wood Structures
Publication: Journal of Structural Engineering
Volume 135, Issue 6
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Acknowledgments
This paper resulted from the Structural Engineering Institute (SEI) of the American Society of Civil Engineers (ASCE) special project entitled “The Next Step for ASCE 16-95: Performance-Based Design of Wood Structures.” Their support of the Committee on the Reliability-Based Design of Wood Structures Special Project is sincerely appreciated. The 1st Invitational Workshop on Performance-Based Design of Wood Structures was held in Fort Collins, Colorado, in 2005. Those workshop participants (list available on page 11 at ⟨http://www.engr.colostate.edu/∼jwv/⟩) are acknowledged for their helpful discussion. Philip Line’s (AF&PA) contributions to the durability section, and Dan Wheat’s (UT Austin) contribution to the wind modeling section of this paper are both gratefully acknowledged.
References
ASCE. (1996). “Standard for load and resistance factor design (LRFD) for engineered wood construction (ASCE16-95).” ASCE, New York.
ASCE. (2006). “Minimum design loads for buildings and other structures, ASCE/SEI 7–05.” ASCE, Reston, Va.
ASCE. (2007). “Seismic rehabilitation of existing buildings, ASCE/SEI 41-06.” ASCE, Reston, Va.
Bulleit, W. M. (2006). “Reliability of steel doweled wood connections designed to ASCE 16-95.” J. Struct. Eng., 132(3), 441–448.
Bulleit, W. M., and Liu, W.-F. (1995). “First-order reliability analysis of wood structural systems.” J. Struct. Eng., 121(3), 517–529.
Clark, J. E., Symons, P., and Morris, P. I. (2006). “Resistance of wood sheathing to decay.” Proc., Wood Protection 2006, Forest Products Society, Madison, Wis.
Cramer, S. M., and Wolfe, R. W. (1989). “Load-distribution model for light-frame wood roof assemblies.” J. Struct. Eng., 115(10), 2603–2616.
Dalgliesh, W. A., Cornick, S. M., Maref, W., and Mukhopadhyaya, P. (2005). “Hygrothermal performance of building envelopes: Uses for 2D and 1D simulation.” Proc., 10th Conf. on Building Science and Technology, Building Envelope Council Ottawa Region, Ontario.
Ellingwood, B. (1998). “Reliability-based performance concept for building construction.” Structural engineering world wide 1998 (CD-ROM), Paper T178–4, Elsevier, New York.
Ellingwood, B. R., and Redfield, R. (1983). “Ground snow loads for structural design.” J. Struct. Eng., 109(4), 950–964.
Ellingwood, B. R., Rosowsky, D. V., Li, Y., and Kim, J. H. (2004). “Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards.” J. Struct. Eng., 130(12), 1921–1930.
Ellingwood, B. R., and Tekie, P. B. (1999). “Wind load statistics for probability-based structural design.” J. Struct. Eng., 125(4), 453–463.
Ellingwood, B. R., van de Lindt, J. W., Gromala, D., Rosowsky, D. V., Gupta, R., and Pryor, S. (2006). “Performance-based engineering for light-frame wood construction in the United States: Status and challenges.” Proc., 2006 World Conference on Timber Engineering.
Fazio, P., Bartlett, K., Yang, D.-Q., Rao, J., and Miao, G. (2005). “Experimental evaluation of potential movement of mold spores from wall cavities to indoor environment.” Proc., 10th Canadian Conference on Building Science, Building Envelope Council Ottawa Region, Ontario.
Filiatrault, A., Fischer, D., Folz, B., and Uang, C.-M. (2004). “Seismic testing of a two-story woodframe house: Influence of wall finish materials.” J. Struct. Eng., 128(1), 1337–1345.
Filiatrault, A., and Folz, B. (2002). “Performance-based seismic design of wood framed buildings.” J. Struct. Eng., 128(1), 39–47.
Folz, B., and Filiatrault, A. (2004a). “Seismic analysis of woodframe structures buildings I: Model formulation.” J. Struct. Eng., 130(9), 1353–1360.
Folz, B., and Filiatrault, A. (2004b). “Seismic analysis of woodframe structures buildings. II: Model implementation and verification.” J. Struct. Eng., 130(9), 1361–1370.
Freddie Mac. (2008). Investor presentation, ⟨http://www.freddiemac.com/investors/pdffiles/investor-presentation.pdf⟩ (Nov. 3, 2008).
Lee, K. H., and Rosowsky, D. V. (2005). “Fragility assessment for roof sheathing failure in high wind regions.” Eng. Struct., 27(6), 857–868.
Leicester, R. H., and Wang, C.-H. (2004). “A probabilistic model for termite attack on housing in Australia.” Wood frame housing, durability and disaster issues, Forest Products Society, Madison, Wis.
Leicester, R. H., Wang, C. H., and Cookson, L. J. (2003). “A risk model for termite attack in Australia.” IRG/WP 03–10468, The International Research Group on Wood Preservation, IRG Secretariat, Stockholm, Sweden.
Li, Y., and Ellingwood, B. R. (2006). “Hurricane damage to residential construction in the U.S.; Importance of uncertainty modeling in risk assessment.” Eng. Struct., 28(7), 1009–1018.
Li, Y., and Ellingwood, B. R. (2007). “Reliability of wood-frame residential construction subjected to earthquakes.” Struct. Safety, 29(4), 294–307.
Liu, W.-F., and Bulleit, W. M. (1995). “Approximate reliability analysis of wood structural systems.” Struct. Safety, 17(1), 59–78.
Melencion, N., and Morrell, J. J. (2007). “Effect of fungal attack on maximum load capacity of simulated wall assemblies.” IRG/WP/07–20363, International Research Group on Wood Preservation, IRG, Stockholm, Sweden.
Morris, P. I., and Winandy, J. E. (2002). “Limiting conditions for decay in wood systems.” IRG/WP/02–10421, International Research Group on Wood Preservation, IRG Seretariat, Stockholm, Sweden.
National Association of Home Builders (NAHB). (1993). Assessment of damage to single-family homes caused by hurricane Andrew and Inik, NAHB Research Center Report, Upper Marlboro, Md.
National Bureau of Standards Internal Report (NBSIR). (1977). “Performance criteria resource document for innovative construction.” Rep. No. NBSIR 77-1316, National Institute of Standards and Technology, Washington, D.C. (available from NTIS).
Nofal, M., and Kumaran, M. K. (2000). “On implementing experimental biological damage-functions models in durability assessment systems.” Proc., Bugs, Mold, and Rot III.
Nofal, M., and Morris, P. I. (2003). “Criteria for unacceptable damage on wood systems.” Proc. Japan-Canada Conf. on Building Envelope, National Research Council Institute for Research in Construction, 1–14.
O’Rourke, M. J., and Stiefel, U. (1983). “Roof snow loads for structural design.” J. Struct. Eng., 109(7), 1527–1537.
O’Rourke, M. J., and Wrenn, P. (2007). Snow loads: A guide to the sse and understanding of the snow load provisions of ASCE 7–05, ASCE, Reston, Va.
Pang, W., Pei, S., Liu, H., van de Lindt, J. W., and Rosowsky, D. V. (2008). “Tiered approach to performance-based seismic design of wood frame buildings.” 2008 Structures Congress, Vancouver, Canada.
Pang, W., and Rosowsky, D. V. (2007). “Direct displacement procedure for performance-based seismic design of multistory woodframe structures.” NEESWood Project Rep. NW-02, ⟨http://www.engr.colostate.edu/NEESWood/publications.html⟩.
Pei, S., and van de Lindt, J. W. (2009). “Methodology for long-term seismic loss estimation in woodframe buildings.” Structural Safety, 31, 31–42.
Porter, K. A. (2000). “Assembly-based vulnerability of buildings and its uses in seismic performance evaluation and risk-management decision-making.” Ph.D. thesis, Stanford Univ., Stanford, Calif.
Rosowsky, D. V. (2002). “Reliability-based seismic design of wood shearwalls.” J. Struct. Eng., 128(11), 1439–1453.
Rosowsky, D. V., and Ellingwood, B. R. (2002). “Performance-based engineering of wood frame housing: A fragility analysis methodology.” J. Struct. Eng., 128(1), 32–38.
Rosowsky, D. V., and Kim, J. H. (2004). “Incorporating nonstructural finish effects and construction quality issues into a performance-based framework for wood shearwall welection.” Proc., Structure Congress, American Society of Civil Engineers, Washington, D.C.
RS Means Co. (2003). Repair & remodeling cost data: Square foot costs, 24th Ann. Ed., Kingston, Mass.
Taggart, M. (2007). “Performance-based design of wood buildings for flood.” MS thesis, Colorado State University, Fort Collins, Colo.
Taylor, D. A. (1985). “Snow loads on sloping roofs: Two pilot studies in the Ottawa area.” Can. J. Civ. Eng., 12, 334–343.
van de Lindt, J. W. (2005). The E-proceedings of the 1st invitational Workshop on Performance-Based Design of Woodframe Structures, Colorado State Univ., Fort Collins, Colo.
van de Lindt, J. W., and Dao, T. N. (2009). “Performance-based wind engineering for woodframe buildings.” J. Struct. Eng., 134(2), 169–177.
van de Lindt, J. W., Graettinger, A., Gupta, R., Skaggs, T., Pryor, S., and Fridley, K. (2007a). “Performance of woodframe structures during Hurricane Katrina.” J. Perform. Constr. Facil., 21(2), 108–116.
van de Lindt, J. W., Liu, H., and Pei, S. (2007b). “Performance of a woodframe structure during full-scale shake table tests: Drift, damage, and effect of partition wall.” J. Perform. Constr. Facil., 21(1), 35–43.
van de Lindt, J. W., Pei, S., and Liu, H. (2008). “Performance-based seismic design of woodframe buildings using a system identification concept.” J. Struct. Eng., 134(2), 240–247.
van de Lindt, J. W., and Taggart, M. (2009). “Performance-based design of residential structures for flood using fragility analysis methodology.” Nat. Hazards Rev., in press.
van de Lindt, J. W., and Walz, M. A. (2003). “Development and application of a wood shear wall reliability model.” J. Struct. Eng., 129(3), 405–413.
Viitanen, H. (1997a). “Modeling the time factor in the development of mold fungi—The effect of critical humidity and temperature conditions on pine and spruce sapwood.” Holzforschung, 51(1), 6–14.
Viitanen, H. (1997b). “Modeling the time factor in the development of brown-rot-decay in pine and spruce sapwood—The effect of critical humidity and temperature conditions.” Holzforschung, 51(2), 99–106.
Viitanen, H., and Ojanen, T. (2007). “Improved model to predict mold growth in building materials.” 2007 ASHRAE/Proc., 10th Int. Conf. on Thermal Performance of the Exterior Envelopes of Whole Buildings X, American Society of Heating, Refrigerating, and Air Conditioning Engineers, Atlanta.
Wolfe, R. W., and LaBissoniere, T. (1991). “Structural performance of light-frame roof assemblies: II. Conventional truss assemblies.” FPL-RP-499, USDA Forest Products Lab, Madison, Wis.
Wolfe, R. W., and McCarthy, M. (1989). “Structural performance of light-frame roof assemblies: I. Truss assemblies with high stiffness variability.” FPL-RP-492, USDA Forest Products Lab, Madison, Wis.
Yang, D.-Q. (2007). “Control of moisture content in wood materials for mold growth.” Report no. IRG/WP 07-10630, The International Research Group on Wood Preservation, IRG Secretariat, Stockholm, Sweden.
Yang, D.-Q., and Bisson, M.-C. (2004). Wood frame housing, durability and disaster issues, Forest Products Society, Madison, Wis.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 135 • Issue 6 • June 2009
Pages: 611 - 618
Copyright
© 2009 ASCE.
History
Received: Dec 3, 2008
Accepted: Dec 9, 2008
Published online: May 15, 2009
Published in print: Jun 2009
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