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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 13 Abstracts search results
Document:
SP35-07
Date:
January 1, 1973
Author(s):
B.S. Taranath and B. Stafford Smith
Publication:
Symposium Papers
Volume:
35
Abstract:
A study is made of open-section core supported structures subjected to torsional loads. Vlasov's theory relating rotations, bimoments, and warping stresses, in cores is reviewed briefly.
DOI:
10.14359/17482
SP35-08
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.
10.14359/17483
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
SP35-10
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
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
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