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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
SP35-09
Ugur Ersoy
In building floors, when a beam frames into a girder, serious torsional stresses may develop in the girder. The magnitude and distribution of the slab moment is greatly influenced by this torque.
10.14359/17484
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
Editors: Gordon P. Fisher, Rudolph Szilard, and Paul Zia
SP35 Evaluates and summarizes current information about analysis of torsional forces. Includes a state of the art report and several practical papers introducing simplified analytical and numerical procedures for torsion analysis of commonly used structuraI systems.
10.14359/14088
SP35-01
K.G. Tamberg and P.T. Mikluchin
The approach adopted in this presentation is to identify how the occurrence of torsion relates to the overall process of design, of which the process of analysis is an integral part. It is indicated that both theoretical and experimental methods of analysis are part of the arsenal of methods at the disposal of the engineer.
10.14359/17476
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