Kippe em hastes retas em regime elasto-plástico
type: CreativeWork
description: The object of the present thesis is an investigation of the problem of elasto-plastic lateral buckling of beams. The theory is based on the general formulation of elastic stability due to G. H. Bryan. The buckling equations are solved by the method of finite differences, both in the elastic and the elasto-plastic range. Relevant results are discussed in a special chapter. In order to avoid, more involved questions, numerical treatments have been restricted to steel beams with rectangular cross-section.
abstract: The object of the present thesis is an investigation of the problem of elasto-plastic lateral buckling of beams. The theory is based on the general formulation of elastic stability due to G. H. Bryan. The buckling equations are solved by the method of finite differences, both in the elastic and the elasto-plastic range. Relevant results are discussed in a special chapter. In order to avoid, more involved questions, numerical treatments have been restricted to steel beams with rectangular cross-section.
author: Costa, Eliane Derani da
language: por
keywords: Engenharia Civil
date published: 1983-02
date modified: 2026-07-24T01:15:59Z
provider: Brazil UERJ
publisher: Networked Digital Library of Theses and Dissertations
type: WebPage
source organization: Universidade Federal do Rio de Janeiro

PropertyValue
property ID: Handle
value: http://hdl.handle.net/11422/3294