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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 17 Abstracts search results

Document: 

SP30-05

Date: 

January 1, 1971

Author(s):

Yoshinori Aoki and Hiroshi Seki

Publication:

Symposium Papers

Volume:

30

Abstract:

This paper describes the experimental and theoretical study on ultimate strength of reinforced concrete slabs supported on beams as the boundary condition.

DOI:

10.14359/17492


Document: 

SP30-11

Date: 

January 1, 1971

Author(s):

Robert Park

Publication:

Symposium Papers

Volume:

30

Abstract:

The paper describes the design and testing of a uniformly loaded 1/4-scaled model reinforced concrete slab and beam floor.

DOI:

10.14359/17498


Document: 

SP30-14

Date: 

January 1, 1971

Author(s):

T.Y. Hung and E.G. Nawy

Publication:

Symposium Papers

Volume:

30

Abstract:

Criteria are proposed for predicting the limit strength of uniformly loaded two-way action structural slabs and plates of various boundary conditions, taking into account the compressive membrane effect at large deflections. Also a serviceability factors concept is proposed for use in conjunction with limit strength design of slabs.

DOI:

10.14359/17501


Document: 

SP30-02

Date: 

January 1, 1971

Author(s):

J. Diaz Padilla and F. Robles

Publication:

Symposium Papers

Volume:

30

Abstract:

A technique is proposed for identifying and quantifying user needs in low-cost housing projects. This is done by correlating physical measures of the envionment with psychological measures of the users. The method is illustrated with an attempt to develop acceptability criteria for cracking in concrete slabs.

DOI:

10.14359/17489


Document: 

SP30-08

Date: 

January 1, 1971

Author(s):

Hans Gesund and O.P. Dikshit

Publication:

Symposium Papers

Volume:

30

Abstract:

A primary problem at slab/column intersections is the possible punching failure of the slab. By analysis of experimental data available in the literature, it can be shown that, in many cases, the bending rather than the shear strength of the slab governs its punching resistance.

DOI:

10.14359/17495


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