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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:
SP50-06
Date:
January 1, 1975
Author(s):
S. I. Abdel-Sayed and N.J. Gardner
Publication:
Symposium Papers
Volume:
50
Abstract:
A design method is described for symmetrically reinforced slender square concrete columns under biaxially eccentric loads. Dimensionless charts are presented giving the relationships between load, eccentricity, and curvature. Comparison of the method with existing results shows good agreement.
DOI:
10.14359/17469
SP50-12
Carl Berwanger and S. Imtiaz Rasul
Experimental and analytical investigations of fifty-five partially prestressed concrete beam-columns undergoing transverse flexure combined with axial thrust have been conducted. The tests were of short term duration. The variables were the number and the arragement of the prestressing tendons and the total prestressing force.
10.14359/17475
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
Editor: Mark W. Huggins
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.
10.14359/14103
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
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