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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 14 Abstracts search results
Document:
SP36-10
Date:
January 1, 1972
Author(s):
A. Coull
Publication:
Symposium Papers
Volume:
36
Abstract:
Design formulas are presented for the direct evaluation of the axial forces in the connecting beams and the shear forces in the walls of a coupled shear wall system.
DOI:
10.14359/17364
SP36-04
Fazlur R. Khan, Hal S. Iyengar
The process of practical design optimization of high-rise concrete buildings is discussed from an overall systems point of view.
10.14359/17358
SP36-02
Arnaldo T. Derecho
This paper briefly reviews some aspects involved in the planning and analysis of frames and frame-shearwall systems, with particular reference to the lateral-load-resisting function. The basic structural systems commonly used in the high-rise building are examined and a discussion of frame-shearwall behavior as well as some simplifying assumptions used in their analysis is presented. Areas requiring further study are indicated.
10.14359/17356
SP36-13
Zdenek P. Bazant, Martin Christensen
Large regular frames under initial axial forces may be approximated by a continuum which is identical with Eringen's micropolar continuum. The finite difference method is then applied to the continuum problem.
10.14359/17367
SP36-12
D.R. Green, I.A. Macleod, R.S. Girardau
Many shear walls are supported on beams which span onto columns. The redistribution of loading at the base of such a wall causes axial tension, shear and bending moments in the support beam. This paper develops equations whereby these force actions can be readily estimated.
10.14359/17366
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