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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 17 Abstracts search results
Document:
SP30-13
Date:
January 1, 1971
Author(s):
Valeriu Petcu and Georgeta Stanculescu
Publication:
Symposium Papers
Volume:
30
Abstract:
Tests on fifteen reinforced concrete slabs were carried out in order to obtain the critical values of the steel ratios up to which the Yield-Line Theory may be applied for predicting safe ultimate loads for two-way reinforced concrete slabs.
DOI:
10.14359/17500
SP30-14
T.Y. Hung and E.G. Nawy
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.
10.14359/17501
SP30-15
John C. Bell and David G. Elms
A method is given for a computer analysis of a reinforced concrete slab which predits the complete behavior of the slab and produces deflections and crack patterns for the total range of loading from zero to ultimate.
10.14359/17502
SP30-16
John F. Brotchie and M.J. Holley
This paper is concerned with the increase in load capacity and change in behavior which occur when transversely loaded reinforced and unreinforced concrete slabs are restrained against lateral displacement at the edges.
10.14359/17503
SP30-07
N.M. Hawkins and W.G. Corley
A refinement of current methods for calculating the strength of slab-column junctions carrying unbalanced moment and shear in flat plate concrete structures is described.
10.14359/17494
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