Title:
Circular slabs analysis with cero Poisson's coefficient
Author(s):
Quintas, V.
Publication:
ACHE
Volume:
40
Issue:
171
Appears on pages(s):
63 - 70
Keywords:
DOI:
Date:
1/3/1989
Abstract:
For concrete slabs, Poisson coefficient may be neglected. In this case analysis of circular slabs can be carried without taking into account deformations. This simplifies much calculations, and many complicated types of load and sustentation can be readily solved, as it is shown in this paper.
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