TECHNICAL PAPERS
Dec 1, 1996

Classification Methodology for Coupled Shear Walls

Publication: Journal of Structural Engineering
Volume 122, Issue 12

Abstract

This paper presents guidelines for classification of ductile coupled shear walls (CSWs). It includes two parts: the evaluation of the degree of coupling (DC) between the walls and the coupling beams, and the classification of CSWs. In present practice, DC is defined as the percentage of the base overturning moment carried by the axial tension and compression forces resulting from shears in the coupling beams. The evaluation of DC requires a structural analysis of CSW, which presents serious shortcomings during the preliminary proportioning process. A simple method is proposed in this paper for the evaluation of DC without need for structural analyses. A classification method based on the dynamic properties of CSWs is also proposed. This allows the classification of CSWs into one of the following three categories: a series of linked isolated walls, CSWs, and walls with openings (pierced walls). Finally, numerical examples demonstrate the applicability of the proposed methods. This paper is thought to be very useful for the practicing engineer.

Get full access to this article

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

References

1.
Canadian Standards Association (CSA). (1984). “Design of concrete structures for buildings.”CAN3-A23.3-M84, Rexdale, Ontario, Canada.
2.
Canadian Standards Association (CSA). (1994). “Design of concrete structures for buildings.”CAN3-A23.3-M94, Rexdale, Ontario, Canada.
3.
Chaallal, O., Guizani, L., and Malenfant, P. (1995). “Drift-based methodology for seismic proportioning of coupled shear walls.”Can. J. Civ. Engrg.
4.
Kabeyasawa, T., Shiorara, H., Otani, S., and Aoyama, H. (1982). “Analysis of the full-scale seven-story reinforced concrete test structure: test PSD3.”Proc., 3rd Joint Tech. Coordinating Com., U.S.-Japan Cooperative Earthquake Res. Program, Building Research Institute, Tsukuba, Japan.
5.
Kabeyasawa, T., Shiorara, H., and Otani, S. (1984). “U.S.-Japan cooperative research on RC full-scale building test—Part 5: discussion on dynamic response system.”Proc., 8th World Conf. on Earthquake Engrg., 6, Prentice-Hall, Inc., Englewood Cliffs, N.J.
6.
Kannan, A. E., and Powell, G. M. (1973). “DRAIN-2D, a general purpose computer program for dynamic analysis of inelastic plane structures.”Rep. No. EERC 73-6, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
7.
National Building Code of Canada ( NBCC). (1990). Associates Committee on the National Building Code, National Research Council of Canada, Ottawa, Ontario, Canada.
8.
National Building Code of Canada ( NBCC). (1995). Associates Committee on the National Building Code, National Research Council of Canada, Ottawa, Ontario, Canada.
9.
Park, R., and Paulay, T. (1975). Reinforced concrete structures. John Wiley and Sons, Inc., New York, N.Y.
10.
Paulay, T.(1971a). “Simulated seismic loading of spandrel beams.”J. Struct. Engrg., ASCE, 97(9), 2407–2419.
11.
Paulay, T.(1971b). “Coupling beams of RC shear walls.”J. Struct. Engrg., ASCE, 97(3), 843–862.
12.
Paulay, T., and Priestly, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings. John Wiley and Sons, Inc., New York, N.Y.
13.
Schnobrich, W. C.(1977). “Behaviour of RC structures predicted by finite element method.”Comp. and Struct., 7(3), 365–376.
14.
Standards Association of New Zealand. (1982). “Commentary on the design of concrete structures.”NZS 3101, Part 2, Wellington, New Zealand.
15.
Wallace, J. W., and Moehle, J. P.(1992). “Ductility and detailing requirements of bearing wall buildings.”J. Struct. Engrg., ASCE, 121(1), 75–87.
16.
Wight, J. K.(1988). “Earthquake design compared to measured response.”J. Struct. Engrg., ASCE, 112(1), 149–164.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 12December 1996
Pages: 1453 - 1458

History

Published online: Dec 1, 1996
Published in print: Dec 1996

Permissions

Request permissions for this article.

Authors

Affiliations

O. Chaallal, Member, ASCE,
Prof., Constr. Engrg. Dept., ÉTS, Université du Québec, 4750 Henri-Julien, Montreal, PQ, H2T 2C8, Canada.
D. Gauthier
Grad. Student, Constr. Engrg. Dept., ÉTS, Université du Québec, 4750 Henri-Julien, Montreal, PQ, H2T 2C8, Canada.
P. Malenfant
Grad. Student, Constr. Engrg. Dept., ÉTS, Université du Québec, 4750 Henri-Julien, Montreal, PQ, H2T 2C8, Canada.

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