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International Concrete Abstracts Portal

Showing 1-5 of 17 Abstracts search results

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: 

SP30-03

Date: 

January 1, 1971

Author(s):

A.W. Beeby

Publication:

Symposium Papers

Volume:

30

Abstract:

The research work on cracking in reinforced concrete slabs carried out at the Cement and Concrete Association. . .A study of the problem is therefore made which leads to the formulation of a more general theory which is shown to agree well with the observed behavior.

DOI:

10.14359/17490


Document: 

SP30-10

Date: 

January 1, 1971

Author(s):

David C. Hopkins and Robert Park

Publication:

Symposium Papers

Volume:

30

Abstract:

The paper describes tests conducted on a 1/4-scale nine-panel reinforced concrete slab and beam floor which was designed with allowance for membrane action.

DOI:

10.14359/17497


Document: 

SP30-09

Date: 

January 1, 1971

Author(s):

R.H. Wood

Publication:

Symposium Papers

Volume:

30

Abstract:

The last war produced a great surge forward in the techniques of slab design because of simultaneous developments in theory of plasticity, moment redistribution and relaxation techniques, finite difference methods, and the advent of computers. . .Future slab designs must develop within the context of composite structures.

DOI:

10.14359/17496


Document: 

SP30-04

Date: 

January 1, 1971

Author(s):

Fredric Roll, S.T.H. Zaidi, Gajanan Sabnis, and Kuang Chuang

Publication:

Symposium Papers

Volume:

30

Abstract:

An investigation is reported on the texts to failure of 158 square, simply-supported solid and perforated slabs loaded through centrally located column stubs.

DOI:

10.14359/17491


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