Circular slabs analysis with cero Poisson's coefficient

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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: 0

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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