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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

Sobre a estabilidade estrutural e regularizações de campos de vetores descontínuos / About the structural stability and regularizations of discontinuous vector fields

Jorge, Ronan Felipe [UNESP] 18 March 2016 (has links)
Submitted by Ronan Felipe Jorge null (ronan.jorge@hotmail.com) on 2016-04-07T21:29:57Z No. of bitstreams: 1 RonanFelipeJorgeVersaoFinal.pdf: 3551394 bytes, checksum: 30b15e5d6519d49164a37bcb6b0946c8 (MD5) / Approved for entry into archive by Felipe Augusto Arakaki (arakaki@reitoria.unesp.br) on 2016-04-08T13:07:08Z (GMT) No. of bitstreams: 1 jorge_rf_me_sjrp.pdf: 3551394 bytes, checksum: 30b15e5d6519d49164a37bcb6b0946c8 (MD5) / Made available in DSpace on 2016-04-08T13:07:08Z (GMT). No. of bitstreams: 1 jorge_rf_me_sjrp.pdf: 3551394 bytes, checksum: 30b15e5d6519d49164a37bcb6b0946c8 (MD5) Previous issue date: 2016-03-18 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) / O conceito de estabilidade estrutural foi introduzido aos estudos de sistemas dinâmicos contínuos por Andronov e Pontryagin (1937). Em 1988, após investigar osciladores com atrito de Coulomb e apresentar equações diferenciais com lado direito descontínuo, Filippov desenvolveu em sua obra uma nomenclatura para o estudo de sistemas dinâmicos descontínuos. Desde então, estudiosos da área vêm tentando analisar a estabilidade estrutural de sistemas dinâmicos descontínuos por diferentes métodos. Um dos métodos é transformar, sem alterar a estrutura dos campos de vetores, estes sistemas descontínuos em sistemas contínuos onde o estudo da estabilidade estrutural já é conhecido. Esta transformação, também conhecida como regularização, pode ser desenvolvida de diversas formas. Este trabalho tem por objetivo a apresentação de um método de regularização através do uso de uma função de transição de campos de vetores Z do plano com um conjunto de descontinuidade S baseando-se no método de regularização apresentado por Sotomayor e Teixeira (1996) em seu artigo, e realizar um breve estudo sobre estabilidade estrutural em campos de vetores regularizados utilizando tal método. / The concept of structural stability was introduced into the studies of continuous dynamical systems by Andronov and Pontryagin (1937). In 1988, after investigating oscillators with Coulomb friction and differential equations with discontinuous right-hand sides, Filippov developed a nomenclature to the study of discontinuous dynamical systems. Since then, researches have been trying to analyze the structural stability of discontinuous dynamical systems by different methods. One of these methods is to transform, without changing the structure of vector fields, these discontinuous systems in continuous systems where the study of structural stability is already known. This transformation, also known as regularization, can be developed in various ways. This work aims at presenting a regularization method using a transition function of vector fields Z in the plane with a discontinuous set S basing in regularization method presented by Sotomayor and Teixeira (1996) in their article, and, also to do a short study about structural stability in regularized vector fields using this method.
2

Discontinuous Systems Analysis: an Interdisciplinary Analysis Tool

Roberts, David Anthony 30 November 2007 (has links)
No description available.
3

Z-Transformation auf Basis des Residuensatzes / Z-Transformation based on residue theorem

Geitner, Gert-Helge 17 June 2013 (has links) (PDF)
Die Z-Transformation ist ein wichtiges Werkzeug für diskontinuierliche Regelungen. Ein wenig beachteter Transformationsweg führt über die Berechnung von Residuen. Alle wichtigen Besonderheiten wie Mehrfachpole, Sprungfähigkeit, komplexe Pole oder Zeitverschiebung unterhalb der Abtastzeit (modifizierte Z-Transformation) können einbezogen werden. Die Vorgabe von Reihenabbruchkriterien oder das Auffinden von Summenformeln ist nicht notwendig. Der Weg ist prinzipiell für manuelle und maschinelle Berechnungen einsetzbar. Die Vorgehensweise wird durch drei ausführliche Beispiele verdeutlicht. / The Z-transformation is an important tool for the control of discontinuous systems. A seldom considered transformation way uses the residue computation. All relevant fea-tures as for instance multiple poles, process with feedthrough, complex poles or delay less than the sampling time (so called modified Z-transformation) may be included. There is no truncation criterion or search for a sum formula necessary. This way is always applicable for manual as well as for computer-aided computations. Three detailed examples demonstrate the use of the formulas.
4

Z-Transformation auf Basis des Residuensatzes: Prof. Dr.-Ing. habil. Dr.-Ing. E.h. R. Schönfeld zum 65. Geburtstag

Geitner, Gert-Helge January 1999 (has links)
Die Z-Transformation ist ein wichtiges Werkzeug für diskontinuierliche Regelungen. Ein wenig beachteter Transformationsweg führt über die Berechnung von Residuen. Alle wichtigen Besonderheiten wie Mehrfachpole, Sprungfähigkeit, komplexe Pole oder Zeitverschiebung unterhalb der Abtastzeit (modifizierte Z-Transformation) können einbezogen werden. Die Vorgabe von Reihenabbruchkriterien oder das Auffinden von Summenformeln ist nicht notwendig. Der Weg ist prinzipiell für manuelle und maschinelle Berechnungen einsetzbar. Die Vorgehensweise wird durch drei ausführliche Beispiele verdeutlicht. / The Z-transformation is an important tool for the control of discontinuous systems. A seldom considered transformation way uses the residue computation. All relevant fea-tures as for instance multiple poles, process with feedthrough, complex poles or delay less than the sampling time (so called modified Z-transformation) may be included. There is no truncation criterion or search for a sum formula necessary. This way is always applicable for manual as well as for computer-aided computations. Three detailed examples demonstrate the use of the formulas.

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