TECHNICAL NOTES
Aug 1, 1983
Shear Walls Coupled by Cross Wall
Publication: Journal of Structural Engineering
Volume 109, Issue 8
Abstract
An analysis is performed to study the behavior of two parallel but not colinear shear walls coupled by a cross wall subjected to lateral loading. It is shown that the cross wall essentially acts as a shear transfer medium. The effectiveness of coupling the two parallel walls depends on the height-to-width ratio of the cross wall and criteria for full coupling is presented.
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References
1.
Coull, A., and Choudhury, J. R., “Stresses and Deflections in Coupled Shear Walls,” ACI Journal, Vol. 64, No. 2, Feb., 1967, pp. 65–72.
2.
Coull, A., and Choudhury, J. R., “Analysis of Coupled Shear Walls,” ACI Journal, Vol. 64, No. 9, Sept., 1967, pp. 587–593.
3.
Tso, W. K., and Chan, P. C. K., “Flexible Foundation Effect on Coupled Shear Walls,” ACI Journal, Vol. 69, No. 11, Nov., 1972, pp. 678–683.
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Copyright © 1983 ASCE.
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Published online: Aug 1, 1983
Published in print: Aug 1983
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Wai K. Tso, M. ASCE
Prof., Dept. of Civ. Engrg. and Engrg. Mechanics, McMaster Univ., Hamilton, Ontario, Canada
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