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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 13 Abstracts search results
Document:
SP50
Date:
January 1, 1975
Author(s):
Editor: Mark W. Huggins
Publication:
Symposium Papers
Volume:
50
Abstract:
SP50 Presents papers dealing with problems of current interest to concrete research and design personnel and in many cases, closely related to problems that have arisen in the application of the 1971 ACI Building Code.
DOI:
10.14359/14103
SP50-08
N.G. Bunni
Present equations of design of tied reinforced concrete columns do not include for the influence of ties on the value of the ultimate load. . .Theoretical analysis of a segment of a tied concrete column is presented showing the distribution of strains in the concrete, longitudinal steel and ties.
10.14359/17471
SP50-09
A.K. Basu and P. Suryanarayana
A computer method for the analysis of elastically restrained long reinforced concrete columns subjected to axial load and biaxial bending is described.
10.14359/17472
SP50-10
Albert J. Gouwens
A comprehensive but simple design procedure is presented for the design of concrete columns subject to biaxial bending. The procedure is oriented towards hand computation but is suitable for incorporation into computer programs. The methods in the existing literature are summarized and evaluated. A new design procedure and an example problem showing its use are given.
10.14359/17473
SP50-11
Carl Berwanger
The investigation deals with the effect of axial load on the moment-curvature relationship of reinforced concrete memebers. Uniaxial loading when combined with transverse flexure generally reduces the ultimate moment and curvature of these members.
10.14359/17474
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