Design of Floor Slabs Coupling Shear Walls
Publication: Journal of Structural Engineering
Volume 109, Issue 1
Abstract
A finite element analysis is made of the bending moments and shear forces in a floor slab coupling a pair of laterally loaded plane shear walls in order to give guidance on the design of the slab. Contour diagrams and design curves showing the variation of critical bending moment factors are presented to facilitate a rapid evaluation of the slab stresses induced by coupling action. Based on an appraisal of the interactive shear forces between wall and slab, a design procedure is suggested for checking against punching shear failure in the slab.
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References
1.
“Building Code Requirements of Reinforced Concrete,” American Concrete Institute, ACI 318‐77, Detroit, Mich., 1977.
2.
Coull, A., and Choudhury, J. R., “Stresses and Deflections in Coupled Shear Walls.” Proceedings, American Concrete Institute Journal, Vol. 64, No. 2, Feb., 1967, pp. 65–72.
3.
Coull, A., and Wong, Y. C., “Bending Stiffness of Floor Slabs in Cross‐Wall Structures,” Proceedings, Institute of Civil Engineers, Vol. 71, Part 2, London, England, Mar., 1981, pp. 17–35.
4.
Schwaighofer, J., and Collins, M. P., “Experimental Study of the Behavior of Reinforced Concrete Coupling Slabs,” Proceedings, American Concrete Institute Journal, Vol. 74, No. 3, Mar., 1977, pp. 123–127.
5.
“The Structural Use of Concrete,” Code of Practice CP 110: Part 1, British Standards Institute, London, England, 1972.
6.
Wong, Y. C., “Interaction between Floor Slabs and Shear Walls in Tall Buildings,” thesis presented to the University of Strathclyde, Glasgow, Scotland, in 1978, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
7.
Zienkiewicz, O. C., and Cheung, Y. K., “The Finite Element Method for Analysis of Elastic Isotropic and Orthotropic Slabs,” Proceedings, Institute of Civil Engineers, Vol. 28, London, England, Aug., 1964, pp. 471–488.
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Copyright © 1983 ASCE.
History
Published online: Jan 1, 1983
Published in print: Jan 1983
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