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Home > Publications > International Concrete Abstracts Portal
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.
Showing 1-5 of 13 Abstracts search results
Document:
SP35-06
Date:
January 1, 1973
Author(s):
A. Coull and A.W. Irwin
Publication:
Symposium Papers
Volume:
35
Abstract:
A method is presented for the analysis of a complete shear wall structure subjected to torsional loading. The analysis is based on the continuous connection technique.
DOI:
10.14359/17481
SP35-05
bending; box beams; bridge decks; bridges (structures); deflection; deformation; models; prestressed concrete; reinforced concrete; shear properties; stresses; structural analysis; torsion
Cellular concrete bridge decks have desirable aesthetic properties and because of their high torsional stiffness a good strength/weight ratio. Current analytical methods tend to use three dimensional models which are restricted in scope and are expensive.
10.14359/17480
SP35-04
A.S. Arya and Anand Prakash
An attempt has been made in this paper to analyse a fixed ended circular staircase with an intermediate landing by the flexibility method.
10.14359/17479
SP35-03
Rudolph Szilard
This paper relates to flat gridworks conventionally used for reinforced concrete bridges.
10.14359/17478
SP35-02
J. Marshall
An approximate theory is presented for the torsion of cellular sections with no thin wall restrictions. The approximate solutions for three basic regular hollow polygonal shapes are compared with numerical soltions and shown to be in good agreement. Two solutions for an elliptical section also compare well with the exact values. A numberical example with three annular regions illustrates the generality of the technique.
10.14359/17477
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