Technical Papers
May 18, 2012

Performance-Based Seismic Design of Midrise Woodframe Buildings

Publication: Journal of Structural Engineering
Volume 139, Issue 8

Abstract

The understanding of, and ability to predict, the seismic behavior of woodframe structures has improved immensely in the last 10 years. Two notable projects occurred in succession, the Consortium of Universities for Research in Earthquake Engineering (CUREE) and California Institute of Technology (Caltech) CUREE-Caltech Woodframe Project, and the Network for Earthquake Engineering Simulation (NEES) NEESWood Project, which provided greater understanding, improved analytical modeling, and advances in force- and performance-based seismic design (PBSD) of woodframe buildings, respectively. The NEESWood project focused on the development of a PBSD philosophy (and procedures) for midrise woodframe buildings and included full-scale system-level validation. To date, the complete design procedure has not been systematically explained, which serves as the impetus for this paper. While the method was shown to be quite viable, some challenges remain, including identifying a format that would facilitate widespread adoption and use by engineers. Thus, this paper examines the progress, current state, and challenges for PBSD of midrise woodframe buildings.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The material presented in this paper is based upon work supported by the National Science Foundation under Grant Nos. CMMI-0529903 (NEES Research) and CMMI-0402490 (NEES Operations). Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation. The authors are grateful to the Co-Investigators of the NEESWood Project, Andre Filiatrault, Rachel A. Davidson, and Michael D. Symans and their students for their contributions to the larger project, and to Steven Pryor with Simpson Strong Tie for his collaboration on the Capstone test phase. The full list of contributors to the project, which included engineers, professors, students, product manufacturers, etc., can be found in the acknowledgments in van de Lindt et al (2010).

References

American Wood Council. (2012). National design specification for wood. Leesburg, VA.
Christovasilis, I. P., and Filiatrault, A. (2010). “Two-dimensional seismic analysis of multi-story light-frame wood buildings.” Proc., 9th U.S. National & 10th Canadian Conf. on Earthquake Engineering: Reaching Beyond Borders, Earthquake Engineering Research Institute, El Cerrito, CA.
Christovasilis, I. P., Filiatrault, A., and Wanitkorkul, A. (2007). “Seismic test of a full-scale two-story light-frame wood building: NEESWood benchmark test.” NEESWood Project Rep. NW01, National Science Foundation, Washington, DC.
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.
FEMA. (2009). “Quantification of building seismic performance factors.” ATC-63 Project Rep., FEMA, Washington, DC.
Filiatrault, A., Christovasilis, I., Wanitkorkul, A., and van de Lindt, J. W. (2010). “Experimental seismic response of a full-scale light-frame wood building.” J. Struct. Eng., 136(3), 246–254.
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. I: Model formulation.” J. Struct. Eng., 130(9), 1353–1360.
Folz, B., and Filiatrault, A. (2004b). “Seismic analysis of woodframe structures. II: Model implementation and verification.” J. Struct. Eng., 130(9), 1426–1434.
International Conference of Building Officials (ICBO). (2006). International Building Code, International Code Council, Country Club Hills, IL.
Liang, H., Wen, Y. K., and Foliente, G. (2011). “Damage modeling and damage limit state criterion for wood-frame buildings subjected to seismic loads.” J. Struct. Eng., 137(1), 41–48.
Liu, S., and van de Lindt, J. W. (2011). “Prescriptive approach to the performance-based seismic design of low-rise residential buildings.” J. Perform. Constr. Facil., 25(4), 268–276.
Luco, N., Ellingwood, B. R., Hamburger, R. O., Hooper, J. D., Kimball, J. K., and Kircher, C. A. (2007). “Risk targeted versus current seismic design maps for the conterminous United States.” Structural Engineers Association of California, Sacramento, CA.
Pang, W. C., and Rosowsky, D. V. (2009). “Direct displacement procedure for performance-based seismic design of mid-rise woodframe structures.” Earthquake Spectra, 25(3), 583–605.
Pang, W. C., Rosowsky, D. V., Pei, S., and van de Lindt, J. W. (2010). “Simplified direct displacement design of a six-story woodframe building and pre-test performance assessment.” J. Struct. Eng., 136(7), 813–825.
Pang, W. C., and Shirazi, S. M. (2013). “A co-rotational model for the cyclic analysis of light-frame wood shear walls.” J. Struct. Eng., 139(8), 1303–1317.
Pang, W. C., and Ziaei, E. (2012). “Nonlinear dynamic analysis of soft-story light-frame wood buildings.” Proc., Structures Congress, ASCE, Reston, VA, 1767–1777.
Park, S., and van de Lindt, J. W. (2009). “Seismic fragilities for light-frame wood buildings based on visually determined damaged indices.” J. Perform. Constr. Facil., 23(5), 346–352.
Pei, S., and van de Lindt, J. W. (2009). “Coupled shear-bending formulation for seismic analysis of stacked shear wall systems.” Earthquake Eng. Struct. Dyn., 38(14), 1631–1647.
Pei, S., and van de Lindt, J. W. (2011). “Seismic numerical modeling of a six-story light-frame wood building: Comparison with experiments.” J. Earthquake Eng., 15(6), 924–941.
Pei, S., van de Lindt, J. W., Pryor, S. E., Shimizu, H., Isoda, H., and Rammer, D. (2010). “Seismic testing of a full-scale mid-rise building: The NEESWood Capstone Test.” NEESWood Project Rep. NW-04, Multidisciplinary Center for Extreme Event Research, Buffalo, NY.
Priestley, M. J. N. (1998). “Displacement-based approaches to rational limit states design of new structures.” Proc., 11th European Conf. on Earthquake Engineering, European Association of Earthquake Engineers, Istanbul, Turkey.
Rosowsky, D. V. (2002). “Reliability-based seismic design of wood shear walls.” 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.
van de Lindt, J. W. (2005). “Damage-based seismic reliability concept for woodframe structures.” J. Struct. Eng., 131(4), 668–675.
van de Lindt, J. W. (2008). “Natural hazards and wood: The road to performance.” Proc., Research Needs in Wood Engineering Workshop, ASCE, Reston, VA.
van de Lindt, J. W., et al. (2011). “Damage assessment of a full-scale six-story light-frame wood building following tri-axial shake table tests.” J. Perform. Constr. Facil., 26(1), 17–25.
van de Lindt, J. W., and Gupta, R. (2006). “Damage and damage prediction for wood shearwalls subjected to simulated earthquake loads.” J. Perform. Constr. Facil., 20(2), 176–184.
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., 136(10), 1262–1272.
van de Lindt, J. W., Rosowsky, D. V., Filiatrault, A., Symans, M. D., and Davidson, R. A. (2006). “The NEESWood Project: Progress on the development of a performance-based seismic design philosophy for mid-rise woodframe construction.” Proc., World Conf. on Timber Engineering, Oregon State Univ. Conf. Services, Corvallis, OR.
van de Lindt, J. W., Symans, M. D., Pang, W., Shao, X., and Gershfeld, M. (2012). “The NEES-soft project: Seismic risk reduction for soft-story woodframe buildings.” 15th World Conf. on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo.
van de Lindt, J. W., and Walz, M. A. (2003). “Development and application of wood shear wall reliability model.” J. Struct. Eng., 129(3), 405–413.
Wang, Y., Rosowsky, D. V., and Pang, W. (2010). “Toward a performance-based procedure for direct displacement design of engineered woodframe structures.” J. Struct. Eng., 136(8), 978–988.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 139Issue 8August 2013
Pages: 1294 - 1302

History

Received: Oct 16, 2011
Accepted: May 16, 2012
Published online: May 18, 2012
Published in print: Aug 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

John W. van de Lindt, M.ASCE [email protected]
George T. Abell Professor in Infrastructure, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). E-mail: [email protected]
David V. Rosowsky, F.ASCE
Dean of Engineering and Professor of Civil Engineering, Rennsealaer Polytechnic Institute, Troy, NY 12180.
Weichiang Pang, M.ASCE
Assistant Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.
Shiling Pei, M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share