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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:
SP36-09
Date:
January 1, 1972
Author(s):
A. Coull, N.W. Adams
Publication:
Symposium Papers
Volume:
36
Abstract:
A method is presented for the analysis of the distribution of lateral loads amongst the shear walls of a three-dimensional multi-storey [sic] building subjected to both bending and torsion.
DOI:
10.14359/17363
SP36-10
A. Coull
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.
10.14359/17364
SP36-11
Riko Rossman
Shear-wall building structures are often symetric in plan and subjected to loads the result of which coincide with the structure's symmetry plane. To enable a simple, reasonably accurate analysis of these types of structures to be made in engineering offices, the author's continuous connection method for the analysis of simple perforated shear walls is extended to cover complete building structures.
10.14359/17365
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
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
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