TECHNICAL PAPERS
Dec 1, 1991

Simple Model for Design of Framed‐Tube Structures

Publication: Journal of Structural Engineering
Volume 117, Issue 12

Abstract

A very simple model for the analysis and design of framed‐tube structures subjected to lateral loads is presented here. The structure is modeled as a series of stringers and shear panels. The elegance of the method lies not only in the simplicity and the accuracy of the method but also in the fact that all the necessary parameters are kept in the model so that design sensitivities can be generated, parametric studies can be carried out, and reasonable first estimates for the member sizes can be made. The model is viewed as an efficient design tool. The analytical expressions for the stresses and displacements are, for preliminary design, accurate and very easy to handle, so that the designer can attain the desired results. The model can be used directly for the analysis of structures that incorporate different materials and different properties along the height of the structure. A transfer matrix formulation has been developed and is presented for this purpose.

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References

1.
Bažant, Z. P., and Christensen, M. (1973). “Continuous approximation of large regular frameworks and the problem of a substitute frame.” ACI Publication SP‐36: Response of multistory concrete structures to lateral forces, American Concrete Institute, 257–278.
2.
Coull, A., and Bose, B. (1975). “Simplified analysis of framed‐tube structures.” J. Struct. Div., ASCE, 101(11), 2223–2240.
3.
DeClercq, H., and Powell, G. H. (1976). “Analysis and design of tube‐type tall building structures.” Report No. EERC 76‐5.
4.
El‐Mosehli, O. E. (1978). “Analysis of perforated walls and tube‐type tall building structures,” thesis presented to Concordia University at Montreal, Canada, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Eringen, C. E. (1966). “Linear theory of micropolar elasticity.” J. Math. Mech., 15, 909–923.
6.
Khan, F. R., and Amin, N. R. (1973). “Analysis and design of framed tube structures for tall buildings.” ACI Publication SP‐36: Response of multistory concrete structures to lateral forces, American Concrete Institute, 39–60.
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Kuhn, P. (1956). Stresses in aircraft and shell structures. McGraw‐Hill, New York, N.Y.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 117Issue 12December 1991
Pages: 3623 - 3644

History

Published online: Dec 1, 1991
Published in print: Dec 1991

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J. J. Connor, Member, ASCE
prof., Dept. of Civ. Engrg., Massachusetts Inst. of Tech. Rm. 1‐353, 77 Massachusetts Ave., Cambridge, MA 02139
C. C. Pouangare, Associate Member, ASCE
Dir., Pouangare‐Metaxas & Assoc., Struct. and Transp. Engrg. Consultants, 9 Nikokleous Str., Ay. Zoni, Limassol, Cyprus

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