ACI Global Home Middle East Region Portal Western Europe Region Portal
Email Address is required Invalid Email Address
In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Learn More
Become an ACI Member
Topics In Concrete
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:
SP50-08
Date:
January 1, 1975
Author(s):
N.G. Bunni
Publication:
Symposium Papers
Volume:
50
Abstract:
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.
DOI:
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
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
Results Per Page 5 10 15 20 25 50 100
Edit Module Settings to define Page Content Reviewer