Midply Wood Shear Wall System: Concept and Performance in Static and Cyclic Testing
Publication: Journal of Structural Engineering
Volume 132, Issue 9
Abstract
This paper introduces a new concept in shear wall design. One ply of sheathing material is placed at the center of the wall between a series of pairs of studs and plates oriented in rotated position relative to those in standard shear walls. The new wall design is called “midply” in reference to the location of the sheathing panel. Test results for midply walls under static and cyclic loading conditions are presented and compared with those presented for standard shear walls under similar loading conditions. In midply walls, nails connecting framing members to sheathing work in double shear in contrast to connections in standard shear walls, which work in single shear. This results in substantial improvements in the shear performance of midply walls. As verified by the test results presented herein, load-carrying capacity of midply walls is over three times that of comparable standard shear walls.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The financial support for the research program by Forintek Canada Corp. industry members, the Science Council of B.C., Natural Resources Canada (Canadian Forest Service), and the provinces of British Columbia, Alberta, Saskatchewan, Quebec, Nova Scotia, New Brunswick, Ontario, Manitoba, and Newfoundland, and Labrador are also gratefully acknowledged. The writers thank the staff of Forintek Canada Corp., Western Laboratory in Vancouver, B.C., for their valuable contributions to this work. Finally, the technical contributions by H. Fraser, P. Symons, W. Deacon, M. Buitelaar, and D. Lungu in the research program are acknowledged with thanks.
References
ASTM. (1994), “Standard method of static load test for shear resistance of framed walls for buildings.” ASTM E 564-76, West Conshohocken, Pa.
Building Research Institute of Ministry of Construction (BRI). (1996). “A survey report for building damages due to 1995 Hyogo-ken Nanbu Earthquake.” Japan.
Bruneau, M. (1990). “Preliminary report of structural damage from the Loma Prieta (San Francisco) Earthquake of 1989 and pertinence to Canadian structural engineering practice.” Can. J. Civ. Eng., 17(2), 198–208.
Dinehart, D. W., and Shenton, H. W., III (1998). “Comparison of statistic and dynamic response of timber shear walls.” J. Struct. Eng., 124(6), 686–695.
Dolan, J. D., and White, M. W. (1992). “Design considerations for using adhesives in shear walls.” J. Struct. Eng., 118(12), 3473–3479.
Durham, J., Lam, F., and Prion, H. G. L. (2001). “Seismic resistance of wood shear walls with large OSB panels. ”J. Struct. Eng., 127(12), 1460–1466.
FEMA. (2001). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” Building Seismic Safety Council, Washington, D.C.
Hamburger, R. O., and McCormick, D. L. (1997). “Earthquake performance of modern wood structures: Lessons from 1994 Northridge Earthquake.” Earthquake performance and safety of structures, Forest Products Society, Madison, Wis., 77–82.
He, M., Magnusson, H., Lam, F., and Prion, H. G. L. (1999). “Cyclic performance of perforated wood shear walls with oversize OSB panels.” J. Struct. Eng., 125(1), 10–18.
International Organization for Standardization (ISO). (2003). “Timber structures—Joints made with mechanical fasteners—Quasi-static reversed-cyclic test method.” ISO-16670, Geneva, Switzerland.
Jones, S. N., and Fonseca, F. S. (2002). “Capacity of oriented strand board shear walls with overdriven sheathing nails.” J. Struct. Eng., 128(7), 898–907.
Karacabeyli, E. (1995). “Lateral resistance of shear walls subjected to static and cyclic displacements.” Res. Rep. Presented at FPS 49th Annual Meeting, Portland, Ore.
Karacabeyli, E., and Ceccotti, A. (1996). “Test results on the lateral resistance of nailed shear walls.” Proc., Int. Wood Engineering Conf., Vol. 2, 179–186.
Karacabeyli, E., and Ceccotti, A. (1998). “Nailed wood-frame shear walls for seismic loads: Test results and design considerations.” Proc., Structural Engineering Worldwide Paper No. T207-6, Elsevier Science, New York.
Lam, F., Prion, H. G. H., and He, M. (1997). “Lateral resistance of wood shear walls with large sheathing panels.” J. Struct. Eng., 123(12), 1666–1673.
Peterson, J. (1983). “Bibliography on lumber and wood panel diaphragms.” J. Struct. Eng., 109(12), 2838–2852.
Pacific Fire Rating Bureau (PFRB. (1971). “San Fernando Earthquake February 9, 1971, Section 1.” San Francisco.
Prion, G. L. H., and Filiatrault, A. (1995). “Performance of timber structures during the Hyogo-ken Nanbu Earthquake of January 17, 1995.” Can. J. Civ. Eng., 23, 652–664.
Rainer, J. H., and Karacabeyli, E. (1999). “Performance of wood-frame building construction in earthquakes.” Forintek special publication no. SP- 40, Forintek Canada Corp., Vancouver, Canada.
Structural Engineers Association of Southern California (SEAOSC). (1997). “Standard method of cyclic (reversed) load tests of framed shear walls for buildings.” Whittier, Calif.
Tissell, J. R. (1993). “Structural panel shear walls.” Res. Rep. No. 154, American Plywood Association, Tacoma, Wash.
van de Lindt, J. W. (2004). “Evolution of wood shear wall testing, modeling, and reliability analysis: Bibliography.” Pract. Period. Struct. Des. Constr., 9(1), 44–53.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Received: Mar 4, 2005
Accepted: Nov 14, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006
Notes
Note. Associate Editor: J. Daniel Dolan
Authors
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.