Design Considerations for Using Adhesives in Shear Walls
Publication: Journal of Structural Engineering
Volume 118, Issue 12
Abstract
The results of earthquake tests of light-frame, wood shear walls conducted by several researchers are reviewed. The effect of using adhesives to attach the sheathing material to the framing is considered, specifically, potential problems due to the adhesive strengthening and stiffening of the wall system when subjected to an inertial loading such as an earthquake. None of the current design and building codes used in the United States address the use of adhesives, and engineers may design unsafe structures. Change in probable failure modes from the traditional ductile yielding of the nail connections between the sheathing and the framing to the anchorage connections or adjacent structural components is highlighted. Recommendations for changes that should be made to the building and design codes are suggested. Changes to the seismic design procedures only are recommended and the improved performance of adhesives in shear walls subjected to wind or other applied loads is acknowledged.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
APA design/construction guide, residential & commercial. (1990). American Plywood Association (APA), Tacoma, Wash.
2.
“ASTM E72‐77 standard methods of conducting strength tests of panels for building construction.” (1986). Annual book of ASTM standards. ASTM, Philadelphia, Pa. 690–701.
3.
Commins, A. D. (1987). “Joist hanger primer.” Proc. Structures Congress, ASCE, New York, N.Y., 236–249.
4.
Dolan, J. D. (1989). “The dynamic response of timber shear walls.” PhD thesis, Univ. of British Columbia, Vancouver, Canada.
5.
Dolan, J. D., and Madsen, B. (1991). “Dynamic tests of full size timber shear walls.” Proc. International Timber Engineering Conference, TRADA Technology Ltd., High Wycombe, United Kingdom, Vol. 4, 267–274.
6.
Dolan, J. D., and Madsen, B. (1992). “Monotonic and cyclic tests of timber shear walls.” Canadian J. Civ. Engrg., 19(3), 415–422.
7.
Foschi, R. O., and Filiatrault, A. (1990). Performance evaluation of 3M Scotch Grip Wood Adhesive 5230 for the static and dynamic design of timber shear walk and diaphragms. Dept. of Civ. Engrg. Report, Univ. of British Columbia, Vancouver, Canada.
8.
National Building Code of Canada (NBC). (1985). Associate Committee on the National Building Code, National Research Council of Canada, Ottawa, Canada.
9.
National Building Code of Canada (NBC). (1990). Associate Committee on the National Building Code, National Research Council of Canada, Ottawa, Canada.
10.
Recommended provisions for the development of seismic regulations for new buildings. (1988). National Earthquake Hazards Reduction Program (NEHRP). Building Seismic Safety Council, Washington, D.C.
11.
Recommended Lateral Force Requirements. (1987). Structural Engineers Association of California (SEAOC), San Francisco, Calif.
12.
Stewart, W., Dean, J. A., and Carr, A. J. (1984). “The seismic performance of plywood sheathed shearwalls.” Proc. Pacific Timber Engrg. Conf.: Volume I—Timber Constr., Auckland, New Zealand, 486–495.
13.
Uniform building code (UBC). (1991). Interntional Conference of Building Officials, Whittier, Calif.
Information & Authors
Information
Published In
Copyright
Copyright © 1992 ASCE.
History
Published online: Dec 1, 1992
Published in print: Dec 1992
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.