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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
January 1, 1973
Michael P. Collins and Paul Lampert
When a reinforced concrete structure cracks the ratio of torsional to flexural stiffness of its members will drop. The resulting redistribution of torsion and bending moments is the subject of this paper.
A. Coull and A.W. Irwin
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.
James O. Jirsa
The influence of torsion on the behavior of floor slab structures is examined using the results of tests of typical multi-panel and isolated half-panel slab structures supported on spandrel beams at the edges. Of particular interest is the transfer of exterior negative moment from the slab to the columns through the spandrel beams at service loads and at failure. The test results provide a means of estimating the importance of torsion in floor slab structures and of evaluating the applicability of proposed design procedures for torsion to spandrel beams.
Editors: Gordon P. Fisher, Rudolph Szilard, and Paul Zia
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.
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.
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