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1

Mello, Thiago Castilho de. "Sobre bases normais para extensões galoisianas de corpos." Universidade de São Paulo, 2008. http://www.teses.usp.br/teses/disponiveis/55/55135/tde-21052008-150202/.

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Neste trabalho apresentamos várias demonstrações do Teorema da Base Normal para certos tipos de extensões galoisianas de corpos, algumas existenciais e outras construtivas, destacando as diferenças e dificuldades de cada situação. Apresentamos também generalizações de tal teorema e mostramos que toda extensão galoisiana de grau ímpar de corpos admite uma base normal autodual com respeito µa forma bilinear traço<br>In this work we present several demonstrations of The Normal Basis Theorem for certain kinds of galoisian extensions of fields, some of them existential and others constructive, poin
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Shayanfar, Mohsen Ali. "Nonlinear finite element analysis of normal and high strength concrete structures." Thesis, McGill University, 1995. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=40000.

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This thesis presents a new hypoelasticity model which was implemented in nonlinear finite formulation to analyze normal and high strength reinforced concrete structures under both monotonically increasing and reversed cyclic loadings. The model includes a new hypoelasticity constitutive relationship utilizing the rotations of material axis through subsequent iterations, employment of both fixed and rotating crack models, compressive strength degradation in post-cracking regime, new uniaxial stress-strain relationships for concrete under monotonically increasing and reversed cyclic loadings, ac
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3

Dawkins, Jeremy James. "Influence of crystallographic orientation in normal and sliding contacts." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/24713.

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4

Rinaldi, Elisa. "3D Finite Element Analysis of Wheel/Rail normal contact problem using ANSYS software." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.

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La meccanica del contatto fra ruota ferroviaria e rotaia, è una delle più importanti aree di studio nell’Ingegneria Ferroviaria. Ad oggi, un vasto numero di formulazioni analitiche sono state proposte dai ricercatori, con lo scopo di valutare i parametri di contatto tra ruota e rotaia ed arrivare ad una descrizione affidabile delle forze che agiscono nell’area di contatto. Comunque, solo alcuni dei metodi disponibili permettono di considerare, nelle loro elaborazioni, la reale geometria di contatto tra ruota e rotaia o la non linearità delle proprietà dei materiali impiegati. Un’alternativa ai
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Krueger, Denise A. "Stabilized Finite Element Methods for Feedback Control of Convection Diffusion Equations." Diss., Virginia Tech, 2004. http://hdl.handle.net/10919/11214.

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We study the behavior of numerical stabilization schemes in the context of linear quadratic regulator (LQR) control problems for convection diffusion equations. The motivation for this effort comes from the observation that when linearization is applied to fluid flow control problems the resulting equations have the form of a convection diffusion equation. This effort is focused on the specific problem of computing the feedback functional gains that are the kernels of the feedback operators defined by solutions of operator Riccati equations. We develop a stabilization scheme based on the Galer
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6

Tang, Kok Cheong. "Finite element analysis of elastic-plastic coated surfaces under normal indentation by a deformable indenter." Thesis, University of Salford, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.245060.

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7

Jasevičius, Raimondas. "The Numerical Modelling of Normal Interaction of Ultrafine Particles." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2011. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20110224_161120-06365.

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Recently, powders of the size d (0.1 μm < d < 10 μm) have been referred to ultrafine particles. The particle shape considered is assumed to be a sphere of the diameter d. The handling of powders is of great importance for processing of pharmaceuticals, cement, chemicals and other products. Most of these technological processes involve powder compaction, storage, transportation, mixing, etc, therefore, understanding of the fundamentals of particles interaction behaviour is very essential in the design of machines and equipment as well as in powder technology, cleaning of environment and other a
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8

Battula, Suneel Ranga Sai. "Experimental and Numerical Evaluation of the Pullout Strength of Self-tapping Bone Screws in Normal and Osteoporotic Bone." University of Akron / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=akron1194988102.

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9

Doh, Jeung-Hwan, and n/a. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels." Griffith University. School of Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20030605.114125.

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The wall design equations available in major codes of practice (e.g. AS3600 and ACI318) are intended for the design of normal strength concrete load bearing walls supported at top and bottom only. These codes fail to recognise any contribution to load capacity from restraints on the side edges. They also fail to give guidance on the applicability of the equations to high strength concrete. Further, they do not consider slender walls. In many situations walls have side edges restrained and are composed of high strength concrete with high slenderness ratios. The recognition of these factors in t
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10

Henriksson, Felix, and Joanna Minta. "Bucket-soil interaction for wheel loaders : An application of the Discrete Element Method." Thesis, Linnéuniversitetet, Institutionen för maskinteknik (MT), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53357.

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Wheel loaders are fundamental construction equipment to assist handling of bulk material e.g. gravel and stones. During digging operations, it withstands forces that are both large and very complicated to predict. Moreover, it is very expensive to develop prototypes of wheel loader for verification. Consequently, the Discrete Element Method (DEM) was introduced for gravel modeling a couple of years ago to enable prediction of these forces. The gravel model is connected with a Multibody System (MBS) model of the wheel loader, in this thesis a Volvo L180G. The co-simulation of these two systems
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11

Nizer, Adriano. "Avaliação da influência do esforço normal no banzo no comportamento de ligações tubulares em aço." Universidade do Estado do Rio de Janeiro, 2014. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7761.

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A demanda pelo uso de perfis tubulares em estruturas na construção civil tem tido grande avanço no Brasil, apesar de ser, há muito tempo, amplamente empregado na Europa e países desenvolvidos. O lançamento de uma norma técnica brasileira específica para dimensionamento de perfis tubulares confirma esta tendência, havendo então a necessidade de uma maior divulgação e execução de estudos e trabalhos de pesquisa para uma melhor compreensão e desenvolvimento desta tecnologia. O presente trabalho apresenta uma análise da influência da aplicação de esforço normal no banzo no comportamento de ligaçõe
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12

Asnaashari, Erfan. "Vibration-based damage detection in structures." Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/vibrationbased-damage-detection-in-structures(09061582-55fb-4fba-846e-2156dd4ef172).html.

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Structural health monitoring systems have a great potential for cost saving and safety improvement in different types of structures. One of the most important tasks of these systems is to identify damage at an early stage of its development. A variety of methods may be used to identify, locate, or quantify the extent of damage or fault in a structural or mechanical component. However, the preferable method is the one which maximises the probability of detecting the flaw, while also considering feasibility of in-situ testing, ease of use and economic factors. Cracks are one of the common defect
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13

Beegle, David J. "Three-dimensional modeling of rigid pavement." Ohio : Ohio University, 1998. http://www.ohiolink.edu/etd/view.cgi?ohiou1176842076.

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14

Zangeneh, Kamali Abbas. "Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis." Thesis, KTH, Bro- och stålbyggnad, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104241.

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The experimental investigations performed on the behaviour of reinforce concrete elements subjected to blast loading have revealed that the shear mechanisms and ductility play important roles in the overall response and failure mode of such structures. The main aim of this master thesis is to study the possibility of using finite element method as a tool for predicting the dynamic response of blast loaded reinforced concrete beams and evaluation of their shear strength. In this study, the commercial software, ABAQUS/Explicit has been used by implementing appropriate constitutive material model
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15

Clément, Jean-Luc. "Interface acier-beton et comportement des structures en beton arme : caracterisation, modelisation." Paris 6, 1987. http://www.theses.fr/1987PA066153.

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Developpement d'un modele prenant en compte l'influence d'une contrainte de confinement sur la forme des lois tangentielles d'adherence acier-beton. Comparaison par calculs aux elements finis de deux approches: plasticite, et calcul continu en deplacements, avec un modele d'endommagement pour le beton. Application de la deuxieme methode au calcul d'une poutre precontrainte
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Krejbychová, Adéla. "Srovnávací analýza fyziologické, degenerativní a pooperační bederní páteře pomocí výpočtového modelování." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2020. http://www.nusl.cz/ntk/nusl-418212.

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This diploma thesis deals with the comparative analysis of the physiological, degenerative and postoperative state of the lumbar spine. The problem was solved by computational modeling using the finite element method. For this solution, it was necessary to create appropriate computational models. The spine physiological state was compared with cases of the lumbar spine with different levels of spondylolisthesis, cases of the lumbar spine with different sacral angles, and cases of lumbar spine with applied fixators. Based on the performed analyses, it was found that spine degenerative state has
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17

Tison, Thierry. "Amélioration de la représentativité des modèles élements finis en dynamique des structures : Prise en compte de l'effet de composants difficilement modélisables." Valenciennes, 1993. https://ged.uphf.fr/nuxeo/site/esupversions/16410029-7101-4963-b258-460c71f9ad91.

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Le principe d'analyse de structure par la méthode des éléments finis consiste à exploiter un modèle analytique élaboré par le concepteur. Ce modèle est fondé sur un certain nombre d'hypothèses et permet, dans le domaine particulier de la dynamique, d'approximer le comportement modal de la structure réelle. Cependant, l'écart entre le modèle et la réalité existe. En approche globale, les techniques de recalage permettent de corriger cet écart. Elles nécessitent néanmoins, une mise en œuvre expérimentale qui n'est pas toujours réalisable. Ainsi, nous définissons une méthodologie d'intégration d'
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18

Nasir, Chaudhry Muhammad Amin. "Normal elements and factorization in finite fields." Thesis, Brunel University, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.359921.

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19

Nascimento, Alessandro Lugli. "Análise de estabilidade de contenções, via MEF, considerando a interação solo-estrutura." Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-30052012-122749/.

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Este trabalho tem a finalidade de estudar a influência da parede de concreto na análise de estabilidade de contenções atirantadas bem como discutir sobre segurança nestas análises. Para isto foram elaborados modelos em estado plano de deformação por meio do método dos elementos finitos, MEF, para análise. A parede de concreto foi modelada com variações de rigidez e modelos reológico, com o fim de se entender sua influência no fator de segurança. Por fim foi realizado um breve estudo sobre a utilização dos métodos estatísticos na análise de estabilidade de contenções.<br>Th
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20

Kelly, Ann C. "Quantum Grassmannians and normal elements in Noetherian rings." Thesis, University of Edinburgh, 2001. http://hdl.handle.net/1842/12220.

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The main idea running throughout the thesis is that of a normal element. An element in a ring is normal if the one sided ideal it generates is actually two sided. In the first half of the thesis (Chapters 2, 3 and 4), our aim is to study certain quantum coordinate algebras. We are particularly interested in two subalgebras of the coordinate ring of quantum matrices, namely quantum Grassmannians and quantum Flag varieties. A basis is constructed for each of these algebras, from which we calculate their Gelfand-Kirillov dimensions. A well known result in the classical theory is that the dehomoge
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21

MacKenzie, Kenneth William. "Normal elements and prime ideals in Noetherian rings." Thesis, University of Edinburgh, 1990. http://hdl.handle.net/1842/12517.

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This thesis consists of three chapters, which are loosely linked by the concept of normal elements (an clement x of a ring R is normal if xR = R.\). In Chapter 1 we examine a class of rings known as Noetherian unique factorisation rings (Noetherian UFRs). These arc prime Noetherian rings in which every prime ideal of height one is generated by a normal element. The main result of this chapter is that if A is a commutative UFD and G is a polycyclic-by-finite group such that the group ring AC is a Noetherian UFR then the set C consisting of the elements of K which are regular modulo all of the h
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22

Kopřiva, Josef. "Nelineární analýza železobetonových konstrukcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226460.

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23

Prokop, Aleš. "Modelování vibrací pohonných jednotek aplikací virtuálních prototypů." Doctoral thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2017. http://www.nusl.cz/ntk/nusl-263385.

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This work deals with the matter of powertrain vibration reduction, focusing on the transmission. These units, depending on the purpose of utilization, consist of a high number of dimensionally complex components. These need to possess features, selected already in the design phase, which would guarantee smooth and quiet operation. A properly designed tooth profile and the related specified accuracy of manufacturing are one of the most important features. The basic function and the purpose of transmissions application indicate a relatively wide range of operating speeds and transmitted loads. M
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24

De, Napoli Mariano Enrique. "Adaptación de planillas de cálculo para elementos estructurales." Bachelor's thesis, Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Escuela Ingeniería Civil, 2013. http://hdl.handle.net/11086/1161.

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Práctica Supervisada (IC)--FCEFN-UNC, 2013<br>Elabora planillas de cálculo de los distintos elementos estructurales de un edificio de hormigón armado de acuerdo al reglamento C.I.R.S.O.C 103 y 201 edición 2005
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Siqueira, Lucas André Viegas Carvalho de. "Pela Fundamentação Substancial da Norma Jurídica: Elementos para uma abordagem transdisciplinar do direito positivo." Pontifícia Universidade Católica de São Paulo, 2006. https://tede2.pucsp.br/handle/handle/7277.

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Made available in DSpace on 2016-04-26T20:24:53Z (GMT). No. of bitstreams: 1 Lucas Andre Viegas Carvalho.pdf: 14446217 bytes, checksum: 4d4f97aa3dc727385c1b0803c11a0218 (MD5) Previous issue date: 2006-04-17<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>Este trabalho tem por objeto a discussão dos quadrantes da Ciência Jurídica em seus elemento e repercussão fundamentais: a identificação da juridicidade normativa e a previsibilidade e condicionamento possíveis teoricamente do conteúdo das normas jurídicas, em especial da decisão judicial, cuja formulação razoável é m
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Mede, Tijan. "Etude numérique du comportement mécanique de la neige : une perspective microstructurale." Thesis, Université Grenoble Alpes (ComUE), 2019. http://www.theses.fr/2019GREAU004/document.

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Les avalanches de plaque représentent un risque naturel majeur dont la prévision demeure très difficile. Le manque de lois constitutives fiables à l’échelle du matériau rend difficiles les tentatives de modélisation de ce phénomène. Plus spécifiquement, la réponse mécanique de la neige durant et après la rupture, dans des régimes de chargements rapides , demeure relativement méconnue. La nature particulièrement fragile du matériau au sein de ce régime de déformation rend ardue la réalisation d’expériences et complique l’observation à l’échelle microstructurale.Dans ce travail de thèse, un modè
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Friis, Peter. "Normal elements with finite spectrum in C*-algebras of real rank zero." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape9/PQDD_0018/NQ45737.pdf.

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Haach, Vladimir Guilherme. "Análise teórico-experimental da influência da força normal em nós de pórtico externos de concreto armado." Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26072005-161151/.

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Os nós de pórtico são locais de mudança de direção do eixo da estrutura, logo são regiões descontínuas, ou seja, as hipóteses de Bernoulli de deformações lineares ao longo da seção transversal não são válidas. Sendo assim os métodos convencionais de dimensionamento não se aplicam a esta região. Além disso, são regiões problemáticas também do ponto de vista construtivo, por apresentarem geralmente uma alta taxa de armadura em dimensões reduzidas. Diversas são as variáveis que influenciam o comportamento dos nós de pórtico externos, dentre elas está a força normal aplicada no pilar. Esta variáve
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Pires, Susana de Lima 1973. "Análise de pilares de concreto armado submetidos à flexão normal composta considerando as não-linearidades física e geométrica." [s.n.], 2006. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257731.

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Orientador: Maria Cecília Amorim Teixeira da Silva<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>Made available in DSpace on 2018-08-17T07:55:36Z (GMT). No. of bitstreams: 1 Pires_SusanadeLima_M.pdf: 919425 bytes, checksum: d13d24300a7bb026a2c9352fd83b1c35 (MD5) Previous issue date: 2006<br>Resumo: Este trabalho apresenta um modelo numérico para o estudo de pilares isolados de concreto armado submetidos à flexão normal composta onde as não linearidades física e geométrica são levadas em conta de maneira rigorosa. O pr
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Meuschke, Norman [Verfasser]. "Analyzing Non-Textual Content Elements to Detect Academic Plagiarism / Norman Meuschke." Konstanz : KOPS Universität Konstanz, 2021. http://d-nb.info/123532706X/34.

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Pan, Chunhua Durig James R. "Raman and infrared spectra, conformational stability, normal coordinate analysis, vibrational assignment and ab initio calculations of some silicon or germanium containing compounds." Diss., UMK access, 2005.

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Thesis (Ph. D.)--Dept. of Chemistry and School of Computing and Engineering. University of Missouri--Kansas City, 2005.<br>"A dissertation in chemistry and computer networking." Advisor: James R. Durig. Typescript. Vita. Description based on contents viewed Nov. 21, 2007; title from "catalog record" of the print edition. Includes bibliographical references (leaves 415-424). Online version of the print edition.
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Hanumegowda, Umesh M. "CREB mediated events in normal and secalonic acid D altered palate development in mice /." free to MU campus, to others for purchase, 2001. http://wwwlib.umi.com/cr/mo/fullcit?p3012973.

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Muniz, Cereno de Freitas Diniz Gonçalves. "Modelos numéricos para análise de elementos estruturais mistos." reponame:Repositório Institucional da UFOP, 2005. http://www.repositorio.ufop.br/handle/123456789/6458.

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Programa de Pós Graduação em Engenharia Civil. Departamento de Engenharia Civil, Escola de Minas, Universidade Federal de Ouro Preto.<br>Submitted by Oliveira Flávia (flavia@sisbin.ufop.br) on 2016-02-12T16:46:57Z No. of bitstreams: 1 DISSERTAÇÃO_ModelosNuméricosAnálise.pdf: 3741819 bytes, checksum: 04f4d41b1a4d3e7c9b301b7ba497b43d (MD5)<br>Approved for entry into archive by Oliveira Flávia (flavia@sisbin.ufop.br) on 2016-02-12T18:14:37Z (GMT) No. of bitstreams: 1 DISSERTAÇÃO_ModelosNuméricosAnálise.pdf: 3741819 bytes, checksum: 04f4d41b1a4d3e7c9b301b7ba497b43d (MD5)<br>Made available in DSp
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Macari, Lagos Rodrigo Ignacio José. "Criterios que determinan los requerimientos de resistencia al fuego de elementos estructurales." Tesis, Universidad de Chile, 2015. http://repositorio.uchile.cl/handle/2250/136490.

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Ingeniero Civil<br>El presente trabajo realiza un análisis de los criterios utilizados para determinar los requerimientos de resistencia al fuego de elementos estructurales, haciendo una revisión de la normativa extranjera, principalmente la estadounidense, y comparándola con los criterios adoptados en Chile. En un principio se realiza una revisión de la física detrás del fuego y calor, y de cómo estos elementos se presentan dentro de una edificación. Con esto se conocen las condicionantes para que exista fuego y se expanda, provocando un incendio. Posteriormente se analizan los objetivos de
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Okada, Maria Kimiyo. "Determinação das distâncias e ângulos entre os elementos dentários de jovens brasileiros com oclusão normal." Universidade Metodista de São Paulo, 2003. http://tede.metodista.br/jspui/handle/tede/1244.

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Made available in DSpace on 2016-08-03T16:31:09Z (GMT). No. of bitstreams: 1 Agradecimentos.pdf: 14407 bytes, checksum: 81b74b40145c0b28912bf91c6c0e8658 (MD5) Previous issue date: 2003-08-27<br>The previous knowledge of the teeth position on the dental arches is one of the most important subjects in Orthodontics. When an orthodontic treatment is planned, dental arches must be evaluated to enhance the stability prognosis. According to the articles found in the literature, an evaluation of the dental arches form, dimension and teeth position is necessary, considering the individual characteris
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Souza, Eduardo Paulo de. "Elementos fundamentais na melhoria da qualidade de software." [s.n.], 2004. http://repositorio.unicamp.br/jspui/handle/REPOSIP/263041.

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Orientador: Ana Cervigni Guerra<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecânica<br>Made available in DSpace on 2018-08-03T22:09:51Z (GMT). No. of bitstreams: 1 Souza_EduardoPaulode_M.pdf: 644769 bytes, checksum: 72038cb8f8f62ec35d93879bc6caf3f8 (MD5) Previous issue date: 2004<br>Mestrado
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Carlsson, Fredrik, and Sebastian Vusak. "Gamified CoGNIT: cognitive assessment with added game elements : Gamification of medical examination." Thesis, Blekinge Tekniska Högskola, Institutionen för datavetenskap, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-19662.

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Background. CoGNIT is a computerized test battery for cognitive assessment, used in diagnosing and treating patients with idiopathic normal pressure hydrocephalus (INPH). The disorder causes symptoms of dementia, among other things. Apart from other diseases with similar symptoms, like Alzheimer’s, INPH can be countered. CoGNIT is performed by a patient before and after drainage of cerebrospinal fluid. If a significant improvement in cognition is detected after the extraction, the patient receives shunt surgery which reduces all symptoms. The test battery is long and tedious, which makes it di
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Charles, A. "Finite and infinite elements applied to normal and oblique scattering from 2-D inhomogeneous structures in the resonance region." Thesis, Swansea University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636230.

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A problem inherent when using the finite element method to model an open bounded solution domain, such as required for electromagnetic scattering, is the termination of the finite element mesh. The terminating boundary must be constructed so that any scattered waves incident on it, are absorbed, thus eliminating any spurious reflections. A significant amount of work has been carried out in this field to ascertain the most efficient absorbing boundary condition; this work has been extended within this thesis to include the development of a new general order wave envelope infinite element. The i
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Kamil, Insan. "Macro-element modeling for single pile and pile group." Thesis, Lille 1, 2019. http://www.theses.fr/2019LIL1I082.

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La méthode proposée présente une analyse simple de l’interaction sol-structure (SSI) pour le calcul des pieux sous sollicitation axiales, transversales et groupe de pieux. Un modèle basé sur le concept de macroéléments, s'inspire de Abboud 2017, est développé pour étudier le SSI en prenant en compte les différentes non-linéarités. Sa formulation est basée sur la théorie de l'élastoplasticité et s'inspire des normes européennes (Eurocodes 7 et 8). Les différents paramètres étant définis à partir d'essais en laboratoire ou in situ, ou à partir de simulations numériques dans des conditions statiq
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Hokeš, Filip. "Statická a dynamická analýza předpjaté mostní konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226802.

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The main objective of the thesis is to perform static and dynamic analysis of prestressed concrete bridge structures in computational system ANSYS. For the analysis was chosen footbridge over the river Svratka in Brno. In relation to this topic are solved various types of modeling prestress at a finite element level. Before analyzing the footbridge is analyzed in detail the static system and the corresponding final geometry of the structure. Knowledge of the functioning of the static system is used to build the computational model of the structure, on which is subsequently performed static and
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41

Neto, Ayrton Ruy Giublin. "O espaço na norma jurídica tributária: territorialidade, critério espacial e elementos de conexão." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/2/2133/tde-11022015-161438/.

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O objeto da pesquisa é o critério espacial da regra-matriz de incidência tributária. A pesquisa tem início nos enunciados do texto constitucional para avaliar se existem critérios espaciais constitucionais. Avançando no ciclo de positivação da norma jurídica, o estudo analisa o papel da lei complementar na função de dispor sobre conflitos de competência e suas possíveis relações com a determinação do critério espacial. Por fim, o estudo analisa o critério espacial na estrutura normativa da regra-matriz de incidência tributária.<br>The object of the research is the spatial criterion of matrix r
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Rodrigues, Catarina Rosa. "Normas de competência e a tributação da renda na presença de elementos de estraneidade." Pontifícia Universidade Católica de São Paulo, 2005. https://tede2.pucsp.br/handle/handle/6331.

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Made available in DSpace on 2016-04-26T20:22:28Z (GMT). No. of bitstreams: 1 CatarinaRodrigues.pdf: 1444345 bytes, checksum: 4de58d2ff4ab2b5ff46f38aeb759bfc2 (MD5) Previous issue date: 2005-11-10<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>Este trabalho tem como objetivo estudar a estrutura lógica e analítica das normas de competência em geral e, particularmente, da norma que regula a competência para produzir unidades normativas instituidoras do imposto de renda, voltando-se especialmente para o exame das especificidades que possui tal norma no que se refere à tribut
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Ferreira, João Daniel Romeiro. "Programa para verificação ao serviço de elementos de betão armado." Master's thesis, Universidade de Aveiro, 2012. http://hdl.handle.net/10773/11182.

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Mestrado em Engenharia Civil<br>A verificação de elementos de betão armado é realizada em Portugal de acordo com o Eurocódigo 2, que é parte de um conjunto de normas que pretende uniformizar a prática da engenharia civil na Europa. Entre outras disposições, esta norma compreende indicações para a verificação do comportamento de elementos de betão armado em condições de serviço, segundo critérios denominados de estados limites de utilização. Pretendeu-se com esta dissertação o desenvolvimento de um programa informático que permita a avaliação de elementos com forma de barra a estes critérios,
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44

Infanzón, García Hernán Luis. "Análisis del esfuerzo de contacto en engranajes cilíndricos de ejes paralelos de perfil evolvente mediante el método de los elementos finitos." Bachelor's thesis, Pontificia Universidad Católica del Perú, 2011. http://tesis.pucp.edu.pe/repositorio/handle/123456789/1107.

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Los engranajes han sido desde hace mucho tiempo uno de los elementos de máquinas más usados para la transmisión de potencia mecánica en la industria. Esto ha impulsado su estudio para optimizar su funcionamiento y poder calcular la capacidad de carga de estos elementos de máquinas y así evitar su falla o desgaste prematuro. Una de las principales fallas que se presentan es estos elementos es la picadura progresiva o pitting en el flanco de los dientes que tiene como causa fundamental el excesivo esfuerzo de contacto entre los dientes producido durante el engrane. En la presente tesis se desarr
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45

Ruíz, Hernández Marco Antonio. "Análisis Mediante Elementos Finitos de Cruces y Ramas de Piping de Presión." Tesis, Universidad de Chile, 2009. http://www.repositorio.uchile.cl/handle/2250/103427.

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En el diseño de elementos de piping especiales, como elementos con ramificaciones o cruces, las normas correspondientes ASME B31.3 y B31.11, proponen un procedimiento llamado método de las áreas equivalentes. En la literatura no se encuentra directamente la justificación de este método, el cual se ve completamente razonable. Sin embargo cuando el diámetro de los elementos que se intersectan, cambian, la porción de pared restante tiene un comportamiento mecánico diferente. En este escenario el estudio de un caso particular sorprendió dado que el método de elementos finitos predecía, a geometría
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46

Souza, Júnior Osnildo de. "Racionalidade da norma tributária : elemento para um sistema jurídico sustentável / Osnildo de Souza Junior ; orientador, Roberto Ferraz." reponame:Biblioteca Digital de Teses e Dissertações da PUC_PR, 2009. http://www.biblioteca.pucpr.br/tede/tde_busca/arquivo.php?codArquivo=1480.

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Dissertação (mestrado) - Pontifícia Universidade Católica do Paraná, Curitiba, 2009<br>Inclui bibliografias<br>Na primeira parte do trabalho, analisa-se a origem e as principais características da dogmática jurídica tradicional (positivista), pautada numa concepção formal do Direito e despreocupada com o seu conteúdo valorativo. Procura explicar o Direito tal "com
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Bernardes, Flavio Couto. "O aspecto procedimental como elemento da norma jurídica tributária e seus reflexos na formação do título executivo." Universidade Federal de Minas Gerais, 2006. http://hdl.handle.net/1843/BUBD-96ZKBJ.

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The purpose of the introduction is to explain the system used to prepare the work, to explain the objectives and to inform the methodology. This is an overview of the subject, obeying previously established rules, demonstrating the existence of the originality of the study by proposing a new classification of the aspects or criteria of the tax rule based on the development of the administrative tax proceeding and its effects on the valid formation of the executive instrument. Chapter One is the essence of the thesis. It demonstrates that the administrative tax proceeding, arising from the tax
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SILVA, Adson Beserra da. "Projeto de vaso de pressão segundo norma ASME e análise pelo método dos elementos finitos." Universidade Federal de Pernambuco, 2015. https://repositorio.ufpe.br/handle/123456789/15416.

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Submitted by Haroudo Xavier Filho (haroudo.xavierfo@ufpe.br) on 2016-02-25T16:57:49Z No. of bitstreams: 2 license_rdf: 1232 bytes, checksum: 66e71c371cc565284e70f40736c94386 (MD5) Dissertação Adson Silva_Impressão Final final.pdf: 6310961 bytes, checksum: 23a11f44ebd1ef6fa4f71b3bbd70d9a3 (MD5)<br>Made available in DSpace on 2016-02-25T16:57:49Z (GMT). No. of bitstreams: 2 license_rdf: 1232 bytes, checksum: 66e71c371cc565284e70f40736c94386 (MD5) Dissertação Adson Silva_Impressão Final final.pdf: 6310961 bytes, checksum: 23a11f44ebd1ef6fa4f71b3bbd70d9a3 (MD5) Previous issue date: 2015-07-01<br
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Feitosa, Luciana da Costa. "A regionaliza??o da sa?de no Rio Grande do Norte: Elementos para a compreens?o da din?mica dos lugares." Universidade Federal do Rio Grande do Norte, 2013. http://repositorio.ufrn.br:8080/jspui/handle/123456789/18955.

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Made available in DSpace on 2015-03-13T17:10:52Z (GMT). No. of bitstreams: 1 LucianaCF_DISSERT.pdf: 5636359 bytes, checksum: f92e5530e69535a7b908b62cd28e6d61 (MD5) Previous issue date: 2013-04-02<br>Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior<br>Este trabalho tem como objetivo analisar a coer?ncia entre a regionaliza??o institu?da pelo Plano Diretor de Regionaliza??o do SUS no Rio Grande do Norte e as especificidades dos lugares, uma vez que a regionaliza??o do Sistema ?nico de Sa?de ?, atualmente, a principal estrat?gia da pol?tica do Minist?rio da Sa?de para garantir resolu
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Mackley, J. S. "The legend of St. Brendan : a comparative study of the Latin and Anglo-Norman versions, with special consideration of the element of the fantastic." Thesis, University of York, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.428451.

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