TECHNICAL PAPERS
Nov 1, 1983

Sandwich‐Panel Assemblies: Analytical Model

Publication: Journal of Structural Engineering
Volume 109, Issue 11

Abstract

A method of two dimensional analysis of sandwich panel assemblies used as main resisting elements of building structures is provided. This method is based on the equivalent wide column frame analogy, with due consideration given to the composite nature of materials and to the nonlinear behavior of the connection system. A simplified structural idealization is adopted to predict the theoretical response of a six story two cell box structure, subject to a series of loading conditions. Theoretical and experimental results compare favorably. The influence of secondary effect of shear deformation, and the effective width of floor beams on the structural response is also taken into account.

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References

1.
Fazio, P., “Study of Modular Panelized Buildings,” ASCE, National Structural Engineering Meeting, ASCE Preprint #1419, Baltimore, Md., Apr. 19–26, 1971.
2.
Fazio, P., and Rizzo, S., “Wrinkling of Framed Aluminum Sandwich Panels,” Proceedings of 4th Symposium on Engineering Applications of Solid Mechanics, Ont. Resource Foundation, Mississauga, Ont., Sept. 25–26, 1978.
3.
Fazio, P., and Rizzo, S., “Nonlinear Elastic Analysis of Panelized Shear Sandwich Walls,” Proceeedings of ASCE, Journal of Standards Division, Vol. 105, No. ST6, June, 1979, pp. 1187–1203.
4.
Jenkins, W. M., and Harrison, T., Proceedings of a Symposium on Tall Buildings, Univ. of Southampton, England, Apr., 1966, pp. 413–444.
5.
Kalosinakis, M., “Theoretical and Experimental Investigation of Stapled Connections,” Mechanical Engineering, Centre for Building Studies, Concordia Univ., Montreal, Canada, June, 1978.
6.
Przemieniecki, J. S., Theory of Matrix Structural Analysis, McGraw Hill, New York, N.Y., 1968.
7.
Rizzo, S., “A Study of Prefabricated Sandwich‐Panel Building Structures,” thesis presented to Concordia University, at Montreal, Canada, in 1979, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
8.
Rizzo, S., and Fazio, P., “Comprehensive Strength Analysis, of Framed Sandwich Panels,” Concrete Journal of Civil Engineering, Vol. 6, No. 4, 1979, pp. 514–522.
9.
Rizzo, S., and Fazio, P., “Lateral Deflection of a Sandwich Panel Building Model under Combined Loading,” Experimental Mechanics, Journal of the Society of Experimental Stress Analysis, June, 1979, pp. 193–199.
10.
Sahlin, S., “Methods d'analyse non‐lineaire de proche en proche—Programmes sur ordinateurs—Effects structuraux d'attenuation des deformationes,” ASCE‐IABSE Joint Committee, Tall Buildings International Conference, University of Leigh, Vol. III‐22, Report No. 2, Aug. 21–26, 1972.
11.
Schwaighofer, J., “Shear Wall Structures,” Structural Concrete Symposium, Toronto, Canada, May 13–14, 1971, pp. 139–145.
12.
Stafford Smith, B., “Modified Beam Method for Analyzing Symmetrical Interconnected Shear Walls,” American Concrete Institute Journal, Title No. 67–68, Dec., 1970, pp. 977–980.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 11November 1983
Pages: 2715 - 2732

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Published online: Nov 1, 1983
Published in print: Nov 1983

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Authors

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S. Rizzo
Assoc. Prof., Dept. of Structures, Fac. of Engrg., Univ. of Palermo, Italy
Paul Fazio
Prof. and Dir., Centre for Building Studies, Concordia Univ., Montréal, Quebec

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