TECHNICAL PAPERS
Feb 1, 2009

Framework for Multihazard Risk Assessment and Mitigation for Wood-Frame Residential Construction

Publication: Journal of Structural Engineering
Volume 135, Issue 2

Abstract

Wood-frame residential construction represents a major investment in the United States, which, when exposed to hurricanes, earthquakes, and other natural hazards, may sustain substantial damage. Although in many parts of the country one natural hazard dominates, in certain areas multiple hazards may pose a significant threat to buildings. Building design and construction practices should address the overall risk to residential construction from multiple hazards to achieve design strategies and risk levels that are consistent with occupant expectations and social objectives. This paper presents a framework for multihazard risk assessment using hurricane and earthquake hazards as an example. Structural reliability-based methods that describe natural hazard and structural system response probabilistically are essential for quantifying expected losses from natural disasters and for developing appropriate strategies to manage risk. The framework permits the main sources of uncertainty that affect building performance to be identified, and provides insight on strategies for effective multihazard mitigation efforts.

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Acknowledgments

This research was supported, in part, by a grant from the National Science Foundation under Grant No. NSFCMS-0049038. This support is gratefully acknowledged. However, the writers take sole responsibility for the views expressed in this paper, which may not represent the position of the NSF or its respective institutions.

References

ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE 7-05, Reston, Va.
ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE 41-06, Reston, Va.
Cornell, C. A., Jalayer, F., Hamburger, R. O., and Foutch, D. A. (2002). “Probabilistic basis for the SAC Federal Emergency Management Agency steel moment frame guidelines.” J. Struct. Eng., 128(4), 526–533.
CUREE. (2000). “CUREE-Caltech woodframe project.” ⟨www.curee.org/Projects/Woodframe⟩.
CUREE. (2004). “Guidelines for the assessment and repair of earthquake damage in residential buildings.” ⟨Http://www.curre.org/Projcts/EDA/Dosc/EDA-02_2004-1.Pdf⟩.
Dolan, J. D., and Heine, C. P. (1997). “Sequential phased displacement cyclic tests of wood-frame shear walls with various openings and base restraint configurations.” VPI&SU Rep. No. TE-1997–002, Virginia Polytechnic Institute and State Univ.
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., and Wen, Y. K. (2005). “Risk-benefit based design decisions for low probability/high consequence earthquake events in Mid-America.” Prog. Struct. Eng. Mater., 7(2),56–70.
FEMA. (2000a). “HAZUS 99 estimated annualized earthquake losses for the United States.” FEMA-366, Federal Emergency Management Agency, Washington, D.C.
FEMA. (2000b). “Prestandard and commentary for the seismic rehabilitation of buildings.” FEMA-356, Federal Emergency Management Agency, Washington, D.C.
Filiatrault, A. F., Fischer, D., Folz, B., and Uang, C. M. (2002). “Seismic testing of two-story woodframe house: Influence of wall finish materials.” J. Struct. Eng., 128(10), 1337–1345.
Foliente, G. C., Paevere, P., Saito, T., and Kawai, N. (2000). “Reliability assessment of timber shear walls under earthquake loads.” Proc., 12th World Conf. on Earthquake Engineering (12WCEE) (CD-ROM).
Folz, B., and Filiatrault, A. F. (2001). “Cyclic analysis of wood shear walls.” J. Struct. Eng., 127(4), 433–441.
Li, Y., and Ellingwood, B. R. (2006a). “Effects of wooden shear wall anchorage on seismic risk assessment.” Proc., 8th US National Conf. on Earthquake Engineering (8NCEE) (CD-ROM).
Li, Y., and Ellingwood, B. R. (2006b). “Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment.” Eng. Struct., 28(6), 1009–1018.
Li, Y., and Ellingwood, B. R. (2007). “Reliability of woodframe residential construction subjected to earthquakes.” Struct. Safety, 29(4), 294–307.
NAHB. (1993). “Assessment of damage to single-family homes caused by Hurricane Andrew and Iniki.” NAHB Research Center Rep., Upper Marlboro, Md.
NAHB. (1996). “Assessment of damage to homes caused by hurricane opal.” NAHB Research Center Rep., Prepared for the Florida State Home Builders Association, Upper Marlboro, Md.
NAHB. (1999). “Reliability of conventional residential construction: An assessment of roof component performance in Hurricane Andrew and typical wind regions of the United States.” NAHB Research Center Rep., Upper Marlboro, Md.
NIBS. (2000). HAZUS wind loss estimation methodology, Draft Technical Manual, National Institute of Buildings Sciences, Washington, D.C.
OpenSees. (2003). “Open system for earthquake engineering simulation.” Pacific Earthquake Engineering Research Center (PEER), Berkeley, Calif., ⟨http:\\opensees. berkeley.edu⟩.
PATH. (2000). Residential structural design guide, 2000 Ed., U.S. Dept. of Housing and Urban Development Office of Policy Development and Research, Washington, D.C.
Peterka, J. A., and Shahid, S. (1998). “Design gust wind speed in the United States.” J. Struct. Eng., 124(2), 207–214.
Pinelli, J.-P., et al. (2005). “Hurricane damage prediction model for residential structures.” J. Struct. Eng., 130(11), 1685–1691.
Porter, K. A., Kiremidjian, A. S., and LeGrue, J. S. (2001). “Assembly-based vulnerability of buildings and its use in performance evaluation.” Earthquake Spectra, 17(2), 291–312.
SAC. (2000). “SAC steel project.” ⟨www.sacsteel.org⟩.
Scawthorn, C., Schneider, P. J., and Schauer, B. A. (2006). “Natural hazards—The multi-hazard approach.” Nat. Hazards Rev., 7(2), 39–43.
Sparks, P. R., Schiff, S. D., and Reinhold, T. A. (1994). “Wind damage to envelopes of houses and consequent insurance losses.” J. Wind. Eng. Ind. Aerodyn., 53(1–2), 145–155.
van de Lindt, J. W., Liu, H., and Pei, S. (2007). “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.
Vickery, P. J., Skerlj, P. F., Steckley, A. C., and Twisdale, L. A. (2000). “Hurricane wind field model for use in hurricane simulations.” J. Struct. Eng., 126(10), 1203–1222.
Wood Frame Construction Manual (WFCM). (2001). “Design of wood frame buildings for high wind, snow and seismic loadings.” American Forest and Paper Association, American Wood Council, and International Code Council.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 135Issue 2February 2009
Pages: 159 - 168

History

Received: Oct 11, 2007
Accepted: Aug 11, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Notes

Note. Associate Editor: Rakesh Gupta

Authors

Affiliations

Yue Li, M.ASCE
Donald and Rose Ann Tomasini Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931.
Bruce R. Ellingwood, F.ASCE
Raymond Allen Jones Chair in Civil Engineering, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

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