TECHNICAL PAPERS
Sep 1, 2006

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 90° 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.

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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

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 9September 2006
Pages: 1417 - 1425

History

Received: Mar 4, 2005
Accepted: Nov 14, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006

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Notes

Note. Associate Editor: J. Daniel Dolan

Authors

Affiliations

Erol Varoglu
Chief Scientist, Intelligent Solutions, 4030 West 10th Ave., Vancouver BC, Canada V6R 2H1.
Erol Karacabeyli, M.ASCE
Manager, Building Systems Dept., Forintek Canada Corp., 2665 East Mall, Vancouver BC, Canada V6T 1W5 (corresponding author). E-mail: [email protected]
Siegfried Stiemer
Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver BC, Canada V6T 1Z4.
Chun Ni
Scientist, Building Systems Dept., Forintek Canada Corp., 2665 East Mall, Vancouver BC, Canada V6T 1W5.

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