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  • 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.

International Concrete Abstracts Portal

Showing 1-5 of 13 Abstracts search results

Document: 

SP50-01

Date: 

January 1, 1975

Author(s):

J.G. MacGregor, U.H. Oelhafen, and S.E. Hage

Publication:

Symposium Papers

Volume:

50

Abstract:

An incremental rate-of-creep analysis of reinforced concrete columns subjected to sustained loads is developed and used to generate data for a statistical evaluation of the stiffness, EI, of slender concrete columns subjected to short time and sustained loads. The resulting equations are more accurate than ACI Eqn. 10.7 and are as easy to use. The possibility of column failure under very high sustained loads is discussed.

DOI:

10.14359/17464


Document: 

SP50-10

Date: 

January 1, 1975

Author(s):

Albert J. Gouwens

Publication:

Symposium Papers

Volume:

50

Abstract:

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.

DOI:

10.14359/17473


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: 

SP50-09

Date: 

January 1, 1975

Author(s):

A.K. Basu and P. Suryanarayana

Publication:

Symposium Papers

Volume:

50

Abstract:

A computer method for the analysis of elastically restrained long reinforced concrete columns subjected to axial load and biaxial bending is described.

DOI:

10.14359/17472


Document: 

SP50-03

Date: 

January 1, 1975

Author(s):

R. Green and J. Hellesland

Publication:

Symposium Papers

Volume:

50

Abstract:

The effect of repeated loading on the ultimate load capacity, and the deflection and stiffness properties of eight eccentrically loaded reinforced concrete columns was studied experiementally.

DOI:

10.14359/17466


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