Esta pesquisa ocupa-se em investigar, à luz da Teoria da Variação laboviana, o emprego de tepe em lugar de vibrante em onset silábico na fala da comunidade bilíngue (português-italiano) de Flores da Cunha (RS), alternância que não se verifica na fala de monolíngues-português. Utilizaram-se dados de dois bancos, VARSUL e BDSer, levantados de entrevistas realizadas em 1990 e 2009, o que possibilitou fazer um estudo em tempo real. A análise da fala de 40 informantes, 20 de cada banco, revelou um decréscimo na frequência total de aplicação da regra: 41% nos dados do VARSUL, 31% nos do BDSer, indício de regressão da regra. Na análise em tempo real, estudo de tendência, observou-se semelhança no papel favorecedor ou desfavorecedor das variáveis controladas, exceto no que diz respeito à variável Idade. O estudo de painel mostrou que os informantes diminuíram a aplicação da regra com o passar dos anos, o que contraria a expectativa de estabilidade do padrão linguístico da fala adulta. / This is a research about the use of tap where a trill is expected in Brazilian Portuguese, which does not occur in the speech of monolinguals, but can be verified in the speech of Portuguese-Italian bilinguals who live in the city of Flores da Cunha (Rio Grande do Sul, Brazil). The analysis follows the Theory of Language Variation, by William Labov. The data come from two different sources, VARSUL and BDSer data banks, which have sociolinguistic interviews recorded in 1990 and 2009. This fact enabled us to carry out a real time study. The analysis of the speech of 40 informants, 20 from each bank, showed a decrease in the total frequency of rule application: 41% in the speech of VARSUL informants, 31% in the speech of BDSer informants, a sign of rule regression. The real time analysis, tendency study, showed that the role of the variables under control has not changed along 20 years, except the role of the variable Age. The pannel study showed a decrease in rule application by the three informants studied. This goes against the expectation of a stable linguistic behavior in adult speech.

Esta pesquisa ocupa-se em investigar, à luz da Teoria da Variação laboviana, o emprego de tepe em lugar de vibrante em onset silábico na fala da comunidade bilíngue (português-italiano) de Flores da Cunha (RS), alternância que não se verifica na fala de monolíngues-português. Utilizaram-se dados de dois bancos, VARSUL e BDSer, levantados de entrevistas realizadas em 1990 e 2009, o que possibilitou fazer um estudo em tempo real. A análise da fala de 40 informantes, 20 de cada banco, revelou um decréscimo na frequência total de aplicação da regra: 41% nos dados do VARSUL, 31% nos do BDSer, indício de regressão da regra. Na análise em tempo real, estudo de tendência, observou-se semelhança no papel favorecedor ou desfavorecedor das variáveis controladas, exceto no que diz respeito à variável Idade. O estudo de painel mostrou que os informantes diminuíram a aplicação da regra com o passar dos anos, o que contraria a expectativa de estabilidade do padrão linguístico da fala adulta. / This is a research about the use of tap where a trill is expected in Brazilian Portuguese, which does not occur in the speech of monolinguals, but can be verified in the speech of Portuguese-Italian bilinguals who live in the city of Flores da Cunha (Rio Grande do Sul, Brazil). The analysis follows the Theory of Language Variation, by William Labov. The data come from two different sources, VARSUL and BDSer data banks, which have sociolinguistic interviews recorded in 1990 and 2009. This fact enabled us to carry out a real time study. The analysis of the speech of 40 informants, 20 from each bank, showed a decrease in the total frequency of rule application: 41% in the speech of VARSUL informants, 31% in the speech of BDSer informants, a sign of rule regression. The real time analysis, tendency study, showed that the role of the variables under control has not changed along 20 years, except the role of the variable Age. The pannel study showed a decrease in rule application by the three informants studied. This goes against the expectation of a stable linguistic behavior in adult speech.

Esta pesquisa ocupa-se em investigar, à luz da Teoria da Variação laboviana, o emprego de tepe em lugar de vibrante em onset silábico na fala da comunidade bilíngue (português-italiano) de Flores da Cunha (RS), alternância que não se verifica na fala de monolíngues-português. Utilizaram-se dados de dois bancos, VARSUL e BDSer, levantados de entrevistas realizadas em 1990 e 2009, o que possibilitou fazer um estudo em tempo real. A análise da fala de 40 informantes, 20 de cada banco, revelou um decréscimo na frequência total de aplicação da regra: 41% nos dados do VARSUL, 31% nos do BDSer, indício de regressão da regra. Na análise em tempo real, estudo de tendência, observou-se semelhança no papel favorecedor ou desfavorecedor das variáveis controladas, exceto no que diz respeito à variável Idade. O estudo de painel mostrou que os informantes diminuíram a aplicação da regra com o passar dos anos, o que contraria a expectativa de estabilidade do padrão linguístico da fala adulta. / This is a research about the use of tap where a trill is expected in Brazilian Portuguese, which does not occur in the speech of monolinguals, but can be verified in the speech of Portuguese-Italian bilinguals who live in the city of Flores da Cunha (Rio Grande do Sul, Brazil). The analysis follows the Theory of Language Variation, by William Labov. The data come from two different sources, VARSUL and BDSer data banks, which have sociolinguistic interviews recorded in 1990 and 2009. This fact enabled us to carry out a real time study. The analysis of the speech of 40 informants, 20 from each bank, showed a decrease in the total frequency of rule application: 41% in the speech of VARSUL informants, 31% in the speech of BDSer informants, a sign of rule regression. The real time analysis, tendency study, showed that the role of the variables under control has not changed along 20 years, except the role of the variable Age. The pannel study showed a decrease in rule application by the three informants studied. This goes against the expectation of a stable linguistic behavior in adult speech.

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES / In this work, we are treated some elements of functional analysis such as Banach spaces, inner product spaces and Hilbert spaces, also studied Fourier series and at the end briefly consider the equation of the vibrating string. With this, you realize that you do not need a lot of theory in order to get significant results. / Neste trabalho, são tratados alguns elementos da análise funcional como espaços de Banach, espaços com produto interno e espaços de Hilbert, estudamos também séries de Fourier e no final consideramos brevemente a equação da corda vibrante. Com isso, percebe-se que não se precisa de muita teoria para conseguirmos resultados significativos.

Ce mémoire présente les travaux de thèse visant à étudier le comportement parasismique des éléments de murs à ossature en bois aux travers d’approches expérimentales et du développement d’une méthodologie d’application de méthodes basées sur la performance sismique. Les approches expérimentales sont constituées de trois campagnes d’essais : (1) une série d’essais monotones et cycliques à l’échelle d’assemblages agrafés et pointés, (2) une série d’essais monotones et cycliques à l’échelle de l’élément de mur à ossature en bois et (3) une série d’essais dynamiques sur table vibrante. La base de données constituée par les résultats d’essais permet alors l’examen des propriétés de résistance et de raideur des éléments de murs suivant les conditions de sollicitation (vitesse d’essai, chargement vertical). Le développement d’une modélisation à l’échelle macro du comportement cyclique et dynamique de tels éléments est également proposé à l’aide de modèles de loi de comportement hystérétiques. Une méthodologie d’application aux structures à ossature bois de méthodes basées sur la performance sismique (méthode N2 et MPA) ainsi qu’une analyse de vulnérabilité - construction de courbes de fragilité - à l’aide de la méthode N2 sont proposées. / This thesis presents a study of the seismic behavior of light timber frame walls with stapled and nailed sheathings through experimental approaches and the development of a methodology for the application of seismic performance-based methods. The experimental approaches consist of three test campaigns: (1) a series of static tests on stapled and nailed connections, (2) a series of static tests performed on light timber frame walls and (3) a series of dynamic tests performed on light timber frame walls on a vibrating table. The database consists of these test results then allows the examination of strength and stiffness properties of the wall elements according to the stress conditions (strain rate, vertical load). The development of a macro-scale modeling of the cyclic and dynamic behavior of such elements is also proposed using constitutive law models. A framework of the application to light timber frame structures of seismic performance-based methods based (N2 method and MPA method) and a vulnerability analysis - fragility curves - using the N2 method are proposed.

Les séismes constituent une source d’aléas importante pour l’étude de la vulnérabilité d’unbâtiment. Le comportement parasismique des bâtiments à ossatures en bois est particulièrementintéressant. Deux familles de structure à ossature en bois peuvent être distinguées : les ossaturesutilisant les produits industriels que sont les panneaux en bois reconstitué servant à contreventerla structure et les connecteurs métalliques, et les ossatures traditionnelles avec remplissage reposantsur des techniques de construction anciennes et dépendantes du contexte local. L’efficacitédu comportement parasismique des bâtiments à ossature en bois traditionnels avec remplissagereste encore peu reconnue en raison du manque de résultats issus des travaux de recherche.Les travaux présentés dans cette thèse visent ainsi à améliorer les connaissances sur le comportementparasismique de cette typologie constructive. Partant de l’hypothèse selon laquellece comportement est gouverné par la réponse des assemblages par connecteurs métalliques, uneapproche multi-échelles, couplant études expérimentales et études numériques est développée.Elle détaille l’analyse à l’échelle 1 de la connexion, en passant par l’échelle 2 des cellules élémentaires,constitutives des murs, par l’échelle 3 des murs de contreventement pour se finaliserà l’échelle 4 du bâtiment dans son ensemble.Sur le plan expérimental, cette approche permet d’une part, de réaliser des études paramétriqueset ainsi d’appréhender l’influence de la réponse de chaque élément (bois, clous, feuillard,remplissage, contreventement, ouvertures) sur le comportement local (échelles 1 et 2) et global(échelles 3 et 4) de la structure. D’autre part, elle permet de fournir une base de données pourla validation des modélisations numériques aux différentes échelles.Sur le plan de la modélisation numérique, cette approche multi-échelles est fondée sur la priseen compte du comportement non-linéaire hystérétique des assemblages à l’échelle supérieure, parl’intermédiaire d’un macro-élément, développé dans la cadre de la méthode des éléments finis.Ainsi, grâce à une modélisation simplifiée (assemblage des macro-éléments), le calcul est rapide,aussi bien à l’échelle du mur qu’à celle du bâtiment, et intègre les phénomènes non-linéaire locaux.Le modèle peut ainsi prédire de manière relativement précise le comportement dynamique de lastructure complète à l’échelle 4, testée sur table vibrante.L’étude présentée dans ce manuscrit fait partie des travaux précurseurs relatifs à l’analysede la vulnérabilité sismique des ossatures bois avec remplissage. Cette étude débouche sur denombreuses perspectives pour l’analyse de cette typologie constructive. Elle confirme que les bâtimentsà ossatures en bois avec remplissage ont un comportement parasismique très performant. / The seismic vulnerabilty is an important issue in the design of a building. The seismicresistant behavior of timber-framed structures is particularly relevant. Two types of timberframedstructures can be distinguished : the timber-framed structures using industrial products,such as wood-products panels used to brace the structure or metal fasteners, and traditionaltimber-framed structures included infill made of natuarl materials (earth or stones masonry).The seismic resistant behavior efficiency of traditional structures remains poorly recognizedbecause of the lack of research results on this kind of construction.Therefore, the thesis aims at improving the seismic behavior knowledge of timber-framedmasonry. Based on the assumption that their behavior is driven by the response of the metalfasteners connections, a multi-scale approach is proposed. It couples experimental and numericalstudies. At the scale 1 of the connection, at the scale 2 of the elementary constitutive cell ofwalls, at the scale 3 of structural elements such as shear walls and finally at the scale 4 of theentire building.In regards to the experimental work, this method allows, on the one hand, to perform parametricstudies and to analyze the influence of each element (wood member, nails, steel strip,infill, bracing, openings) on the local behavior (scales 1 and 2) and on the global behavior(scales 3 and 4) of the structure. On the other hand, it allows to provide a database to validatethe numerical modeling at each scale.In regards to the numerical work, this multi-scale approach allows to take into account thehysteretic behavior of joints in the development of a macro-element at the scale 2. Thus, thanksto a simplified finite element modeling (macro-element assembly), the computational cost islimited and it allows to take into account the local phenomena. The model is able to predictrelatively accurately the dynamic behavior at the scale 4 of the building, tested on a shakingtable.The study, presented herein, is one of the pioneer work that deals with the analysis of theseismic vulnerability of timber-framed structures with infill panels. This study provides outlookfor the analysis of this type of buildings. It confirms that the timbered masonry structures havea relevant seismic resistant behavior.