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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:
SP35-04
Date:
January 1, 1973
Author(s):
A.S. Arya and Anand Prakash
Publication:
Symposium Papers
Volume:
35
Abstract:
An attempt has been made in this paper to analyse a fixed ended circular staircase with an intermediate landing by the flexibility method.
DOI:
10.14359/17479
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
SP35-11
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.
10.14359/17486
SP35-10
E.L. Kemp and W.J. Wilhelm
The problem of determining the ultimate capacity for reinforced concrete slabs supported on integral spandrel beams is discussed utilizing the yield line approach.
10.14359/17485
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