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International Concrete Abstracts Portal

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


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


Document: 

SP50-05

Date: 

January 1, 1975

Author(s):

P.C. Wang and William Y.W. Liu

Publication:

Symposium Papers

Volume:

50

Abstract:

A matrix displacement method is presented here to establish the behavior of reinforced concrete columns in flat plate structures.

DOI:

10.14359/17468


Document: 

SP50-07

Date: 

January 1, 1975

Author(s):

James Colville

Publication:

Symposium Papers

Volume:

50

Abstract:

The purpose of this work is to develop a simplified procedure for estimating the effects of tension cracking, nonlinearity of concrete in compression, yielding of the steel, and the effects of secondary bending on the displacements and moments in eccentrically loaded columns bent in single curvature.

DOI:

10.14359/17470


Document: 

SP50-11

Date: 

January 1, 1975

Author(s):

Carl Berwanger

Publication:

Symposium Papers

Volume:

50

Abstract:

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.

DOI:

10.14359/17474


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