As vitrocerâmicas bioativas são materiais sintéticos capazes de aderirem quimicamente aos minerais presentes na estrutura dentária. A união dos cimentos de ionômero de vidro modificados por resina (CIVMRs) à dentina pode ser influenciada por diferentes tipos de tratamentos prévios à restauração. Os objetivos deste estudo foram: avaliar a resistência à compressão, a rugosidade e a adesão à dentina de CIVMRs (Fuji II LC e Vitremer) após a incorporação de partículas de vitrocerâmicas bioativas (Biosilicato®); foi ainda, avaliar a resistência à degradação da adesão à dentina dos CIVMRs, utilizando-se EDTA como pré-tratamento dentinário. Para o teste de resistência à compressão foram confeccionados cilindros sendo que 2, 5 e 10 % em peso de partículas de vitrocerâmica bioativa foram incorporadas aos pós dos CIVMRs, armazenados em água destilada por 24h a 37°C até a realização dos testes. A rugosidade dos cimentos experimentais (2% de vitrocerâmica bioativa) e controles foi avaliada por microscopia de força atômica (MFA) após armazenamento a seco e em 100 % de umidade por 1 mês. Para os testes de microtração, as superfícies das cavidades foram tratadas seguindo-se as instruções dos fabricantes ou utilizando-se EDTA. Os espécimes foram restaurados com os CIVMRs experimentais (2% de vitrocerâmica) e controles. Após as restaurações, os espécimes foram armazenados em água por 24h e 7d. Para o teste de degradação, os CIVMRs foram armazenados por 24h, 3m e imersos em 10% de hipoclorito de sódio por 5h. Os dentes foram seccionados em palitos e submetidos ao teste de microtração. ANOVA e teste de múltiplas comparações foram realizados (p<0,05). O modo de fratura foi classificado em adesivo, misto e coesivo e alguns espécimes foram analisados em microscopia eletrônica de varredura (MEV). Apenas os cimentos com 2% de vitrocerâmica bioativa obtiveram resistência a compressão semelhante ao grupo controle. Para os grupos controles, Fuji II LC apresentou-se mais rugoso que o Vitremer e o seu armazenamento à seco aumentou sua rugosidade. A condição de armazenamento, seco ou úmido, não afetou a rugosidade dos CIVMRs experimentais. A vitrocerâmica bioativa aumentou significantemente a adesão à dentina dos CIVMRs após armazenamento por 24h, exceto para o Fuji II LC quando EDTA foi utilizado. A aplicação de EDTA aumentou significantemente os valores de resistência adesiva. No estudo de degradação da união, valores de resistência adesiva significantemente maiores foram obtidos nos grupos onde a dentina foi pré-tratada com EDTA. A resistência adesiva do Fuji II LC à dentina não foi afetada pelos métodos de degradação utilizados. Valores de resistência adesiva significantemente menores foram observados para os espécimes restaurados com Vitremer após os dois métodos de degradação, exceto quando a dentina foi prétratada com EDTA. As falhas do tipo mistas foram prevalentes. Em conclusão, 2% de partículas de vitrocerâmica bioativa podem ser incluídas nos CIVMRs sem afetar suas propriedades mecânicas. A rugosidade dos CIVMRs experimentais não foi afetada pelo meio de armazenamento. A inclusão de vitrocerâmicas bioativas aumentou a resistência adesiva somente após armazenamento de 24h. A utilização de EDTA como pré-tratamento dentinário aumentou a resistência adesiva para todas as condições e preveniu a degradação da interface adesiva do Vitremer. / Bioactive glass-ceramics are synthetic materials capable of chemically bonding to dental structures. Adhesion of resin-modified glass-ionomer cements (RMGICs) to dentin may be influenced by different types of dentin pre-treatments. The objective of this study was to analyze the compressive strength, roughness and adhesion to dentin of RMGICs (Fuji II LC and Vitremer) after the incorporation of bioactive glassceramic particles (Biosilicate). Additionally, the durability of the RMGICs adhesion was analyzed after the application of EDTA as a pre-treatment of dentin. Cylinders of RMGICs with incorporation of 2, 5 and 10 % in weight of bioactive glass-ceramic particles were made for compressive strength, and stored in water for 24h at 37°C. Roughness of control and experimental (2% bioactive glass-ceramic) RMGICs was analyzed by atomic force microscopic (MFA) after storage in dry and humidity conditions for 1 month. For the microtensile test, the surfaces of the cavities were treated following the manufacturers instructions or by applying EDTA. The cavities were restored with control and experimental (2% bioactive glass-ceramic) RMGICs. After restorations, the specimens were stored in water for 24h and 7 days. For the degradation test, the RMGICs were stored for 24h, 3 months or immersed in 10% NaOCl for 5h. Teeth were sectioned in beams and submitted to microtensile test. ANOVA and multiple-comparisons tests were used (p<0.05). Mode of failure was classified in adhesive, mixed and cohesive, some specimens were analyzed by scanning electronic microscopic. Only the RMGICs with 2% of bioactive glassceramic obtained compressive strength similar to the control RMGICs. The storage conditions, dry or humidity, did not affect the roughness of experimental RMGICs. Bioactive glass-ceramic significantly increased the adhesion to dentin of RMGICs after storage for 24h, except for Fuji II LC when EDTA was applied. The application of EDTA significantly increased the values of bond strength. For the degradation study, high values of bond strength were also observed in groups where the dentin was pre-treated with EDTA. The bond strength of Fuji II LC to dentin was not affected by the degradation methods. Vitremer specimens presented significantly lower bond strength values after degradation methods, except when EDTA was applied. Mixed failures were the most prevalent in all groups. In conclusion, 2% of bioactive glassceramic particles may be included in RMGICs without affecting their mechanical properties. Roughness of experimental RMGICs was not affected by storage conditions. The incorporation of bioactive glass-ceramic increased the bond strength after storage for 24h. The application of EDTA as a pre-treatment of dentin increased the bond strength for all conditions studied and prevented the degradation of adhesive interface of Vitremer.

Cargas oclusais excessivas podem promover tensões exageradas às estruturas de implantes/pilares/próteses, resultando em deformação, desadaptação ou mesmo fratura dos componentes e do próprio implante. Além disso, tais sobrecargas podem gerar necrose por compressão e perda óssea peri-implantar e, ainda, a ocorrência de microdeslocamentos na interface de conexão implante-pilar (I-P) ocasionando a formação de fendas propícias à colonização bacteriana, o que pode levar ao desenvolvimento de peri-implantite, contribuindo para o insucesso do conjunto. O presente estudo objetivou avaliar, por meio de uma técnica já amplamente utilizada na Engenharia e na Física a Interferometria Eletrônica por Padrões de Speckle (ESPI) as deformações a nível do colar de implantes com conexão cônica interna (cone Morse) de diferentes diâmetros (Kopp 4,3/5,5 mm e Neodent 3,5/5,0 mm), sob dois tipos (cêntrica e excêntrica) e intensidades (50 N e 100 N) de cargas, similares as quais os implantes ficam expostos durante a função mastigatória. Testou-se a hipótese de que a deformação do colar do implante seria inversamente proporcional ao diâmetro do implante. Além disso, discutiu-se vantagens e limitações da técnica ESPI frente a outros métodos comumente utilizados na avaliação de tensões. As maiores deformações foram sempre associadas às cargas excêntricas, com exceção do G1-Kopp. A maior deformação ocorreu no G1-Neodent sob carga excêntrica de 100 N e a menor, no G2-Neodent sob carga cêntrica de 50 N. A técnica ESPI mostrou-se altamente sensível e reprodutível para avaliar deformações a nivel do colar de implantes sendo possível confirmar a hipótese inicial, visto que a maior deformação esteve sempre associada aos implantes de menor diâmetro, em ambos os sistemas de implante pesquisados. / Occlusal overloading may promote excessive stresses to the implants/abutments/prosthesis, resulting in deformation, misfit or fracture of the components, until the implants. Futhermore, strains of the implant-abutment connection can cause the formation of microgaps propitious to bacterial colonization, which leads to the development of peri-implant sites, leading to the failure of the rehabilitation. This study aimed to evaluate, by a technique widely used in the engineering and physics Electronic Speckle Pattern Interferometry (ESPI) the strains related to the implant collar with internal tappered connection (Morse taper) with different diameters (Kopp 4.3/5.5 mm and Neodent 3,5/5,0 mm), under two types (centric and eccentric) and intensities (50 N and 100 N) of loads, similar which implants are exposed during masticatory function. We tested the hypothesis that the strains of the implants collar would be inversely proportional to the diameter of the implant. In addition, the survey discussed the advantages and limitations of the ESPI technique over other methods commonly used to assess strains. The largest strain was always associated with eccentric loads, except for G1-Kopp. The largest strain occurred in the G1-Neodent under the eccentric loads of 100 N and the lowest in the G2-Neodent under the centric loads of 50 N. The ESPI technique was a highly sensitive and reproducible to evaluate the strains at the level of the collar of implants being possible to confirm the initial hypothesis, since most strains was always associated with narrower-diameter implants in both implant systems studied.

Uma das áreas da engenharia civil que têm apresentado maior potencial de crescimento é a execução de edifícios em alvenaria estrutural. Usualmente são utilizados procedimentos puramente experimentais para o desenvolvimento dos processos construtivos e de projeto. Entretanto, a experimentação sem uma modelagem teórica prévia pode ser muito dispendiosa. A modelagem numérica, desde que confiável, pode ser de grande ajuda na redução do número de corpos-de-prova a serem ensaiados e do número de pontos a serem instrumentados, bem como o seu devido posicionamento. Isso significa diminuição de custos e maior eficiência na obtenção de resultados. No presente trabalho apresentam-se as ferramentas computacionais mais adequadas para a análise de alvenaria estrutural submetida a compressão, objetivando o suporte teórico a pesquisas experimentais. Elabora-se um estudo comparativo sobre os vários recursos de modelagem numérica, linear e não-linear, disponíveis em softwares comerciais baseados no método dos elementos finitos. Inicialmente, após a apresentação do estado da arte, investiga-se a modelagem numérica do volume elementar representativo da alvenaria. Modelos não-lineares são, então, escolhidos, aferindo-os com resultados disponíveis na literatura técnica. São realizadas simulações de casos específicos de paredes de alvenaria submetidas à compressão, assim como a interação de paredes sujeitas a carregamentos verticais. Resultados experimentais são comparados com os produzidos por modelos lineares e não-lineares, focando a análise na sua representatividade e no seu grau de precisão / The construction of structural masonry buildings has been one of the most increasing civil engineering areas. The development of building and design methods usually is based only on experiments. However, testing without previous numerical analysis can be very expensive. Numerical modeling, since reliable, can be greatly helpful for reducing the number of experimental tests and the number of instrumented points, including the improvement of their positions. That enables smaller costs and higher efficiency in obtaining the results. The present work deals with the most appropriate computational strategies for the analysis of masonry walls subjected to compression, focusing the theoretical support for experimental research programs. A comparative study is elaborated on the several capabilities of linear and nonlinear numerical models, which are available in commercial computer programs based on the finite element method. Initially, after the presentation of the state-of-the-art, the numerical analysis of the representative volume masonry element is investigated. Nonlinear models are chosen and confronted with available results in the technical literature. Specific cases of masonry walls submitted to compression are numerical simulated, including the interaction of intersecting walls under vertical loads. Experimental results are compared to those produced by linear and nonlinear numerical modeling, emphasizing their effectiveness and precision

Esta pesquisa visa analisar a transferência de tensões de compressão entre elementos de concreto pré-moldado através de almofadas de argamassa modificada. A argamassa foi modificada com as adições de fibras de polipropileno, látex estireno-butadieno e vermiculita termo-expandida. A caracterização da argamassa foi realizada com ensaios de compressão, de tração por compressão diametral e de módulo de elasticidade, além de ensaios de rigidez de almofada, que medem a capacidade da peça de se deformar sob tensão de compressão uniforme. As análises de transferência de tensões foram realizadas intercalando uma almofada entre dois blocos de concreto e submetendo o corpo de prova formado a ensaios de compressão. Os parâmetros variados nesses ensaios foram: rugosidade superficial e resistência mecânica dos blocos ligados, excentricidade de carregamento, solidarização ou não da almofada ao bloco inferior de concreto e carregamento monotônico e cíclico. Em relação à massa do cimento, a argamassa das almofadas possuía 30% de agregados, dos quais 95% eram areia fina e 5% eram vermiculita, 10% de látex, 2% de taxa volumétrica de fibras de polipropileno e relação água / cimento de 0,25, além da água incorporada no látex. A argamassa apresentou resistência à compressão média de 27,65 MPa, resistência à tração de 3,62 MPa e módulo de elasticidade igual a 11,53 GPa. Os principais resultados dos ensaios de ligação foram: a) para compressão centrada, a presença da almofada aumentou a resistência em 20% para espessuras de saliências de 0,5 mm e 30% para saliências de 1,0 mm; b) ganho de efetividade da almofada à medida que se reduziu a resistência do concreto; c) em ligações excêntricas, a dispersão dos resultados não permitiu uma correta avaliação dos resultados; d) para carregamento cíclico, a almofada de apoio aumentou em 45% a resistência da ligação. / This research aims to analyze the compressive stresses transfer between precast concrete elements by modified mortar pads. The mortar was modified with additions of polypropylene fibers, styrene-butadiene latex and heat-expanded vermiculite. Mortar characterization was performed in compression, tension and elastic modulus tests, further pad rigidity tests, that measure the pad capacity to deform under uniform compressive stress. Stress transfer analyzes were performed interleaving a bearing pad between two concrete blocks and subjecting the specimen formed in the compression tests. Varied parameters in these tests were: surface roughness and mechanical strength of the connected blocks, loading eccentricity, solidarization or not of the bearing pad to the bottom concrete block and monotonic and cyclic loading. In relation to the cement weight, the mortar of the pads showed 30% of aggregates, which 95% were fine sand and 5% were vermiculite, 10% of latex, 2% of volumetric rate of polypropylene fibers and water / cement ratio of 0,25, in addition of water incorporated into the latex. The mortar showed compression strength of 27,65 MPa, tension strength of 3,62 MPa and elastic modulus equal to 11,53 GPa. The main results of connection test were: a) for centered compression, presence of pad increased the strength in 20% for thicknesses of imperfections of 0,5 mm and 30% for imperfections of 1,0 mm; b) gain of effectiveness of the bearing pad when the concrete strength was reduced; c) in eccentrical connections, the dispersion of results did not allowed a correct evaluation of results; d) for cyclic loading, the bearing pad increased in 45% the connections strength.

Ainda não existe um consenso sobre o nível em que os implantes cone Morse devem ser inseridos em relação à crista ósse alveolar. A literatura mostra diversas pesquisas em animais e laboratoriais com implantes posicionados acima, abaixo ou ao nível da crista. Contudo, diferentes metodologias e técnicas dificultam a definição do melhor nível de localização. O presente trabalho optou por analisar qualitativa e quantitativamente por meio da fotoelasticidade e do método dos elementos finitos (MEF), implantes em diferentes níveis de inserção sob carga compressiva estática, visando elucidar esse tema. Quatro níveis foram simulados: 1 mm acima da crista (AC); ao nível da crista (AN); 1 mm abaixo da crista sem aposição óssea sobre a plataforma (AB-S); e 1 mm abaixo da crista com aposição óssea sobre a plataforma (AB-C). Os resultados fotoelásticos demonstraram maiores valores de ordem de franja na região apical e menores na região cervical, em todos os modelos, independente do tipo de carga. No MEF verificou-se que o aprofundamento do implante da posição AC para AB-S reduziu progressivamente as tensões de von Mises na região cortical independente do tipo de carga, respectivamente, 0,5595 - 0,3842 Mpa nas cargas cêntricas e 1,5261 - 0,9787 MPa nas excêntricas. Concluiuse que houve redução na concentração de tensões posicionado-se o implante abaixo do crista óssea e uma tendência de aumento de tensão nas amostras AB-C, provavelmente devido à tração do osso existente sobre a plataforma do implante. / There is still no consensus on the level that the Morse taper implants should be inserted in relation to the alveolar crestal bone. The literature shows several studies in animals and laboratory implant positioned above, at level or subcrestal. However, different methodologies and techniques make it difficult to define the best level of the implant. This study analyzes qualitatively and quantitatively by using photoelastic analysis and the finite element method (FEM), implants at different levels under static compressive load, to elucidate this issue. Four levels were simulated: 1 mm above the crest (AC); the crest level (AN); 1 mm below the crest free bone apposition on the platform (AB-S); and 1 mm below the crest with bone apposition on the platform (ABC). Photoelastic results demonstrated higher fringe order of values in the apical region and lower in the cervical region, in all models, regardless of the loading type. In MEF found that the deepening of the implant position from AC to AB-S progressively reduced von Mises equivalent stresses in cortical region independent of the load type, respectively, 0.5595 - 0.3842 MPa in centric loads and 1.5261 - 0.9787 MPa in eccentric loads. It was concluded that there was a reduction in stress concentration on the implant positioned below the alveolar crest and a tendency of an increase in tension in the AB-C samples, probably due to traction on the existing bone implant platform.

Les bases de données modernes sont de très grande taille, parfois divisées et distribuées sur plusieurs lieux de stockage, ou encore sous forme de flux de données : ceci soulève de nouveaux défis majeurs pour les méthodes d’apprentissage statistique. Une des méthodes récentes capable de s’adapter à ces situations consiste à d’abord compresser les données en une structure appelée sketch linéaire, puis ensuite de réaliser la tâche d’apprentissage en utilisant uniquement ce sketch, ce qui est extrêmement rapide si celui-ci est de petite taille. Dans cette thèse, nous définissons une telle méthode pour estimer un modèle de mélange de distributions de probabilités à partir des données, en utilisant uniquement un sketch de celles-ci. Ce sketch est défini en s’inspirant de plusieurs notions venant du domaine des méthodes à noyaux : le plongement par noyau moyen et les approximations aléatoires de noyaux. Défini comme tel, le sketch correspond à des mesures linéaires de la distribution de probabilité sous-jacente aux données. Ainsi nous analysons le problème en utilisant des outils venant du domaine de l’acquisition comprimée, dans lequel un signal est mesuré aléatoirement sans perte d’information, sous certaines conditions. Nous étendons certains résultats de l’acquisition comprimée à la dimension infinie, donnons des conditions génériques garantissant le succès de notre méthode d’estimation de modèles de mélanges, et les appliquons à plusieurs problèmes, dont notamment celui d’estimer des mélanges de distributions stables multivariées, pour lequel il n’existait à ce jour aucun estimateur. Notre analyse est basée sur la construction d’opérateurs de sketch construits aléatoirement, qui satisfont une Propriété d’Isométrie Restreinte dans l’espace de Banach des mesures finies signées avec forte probabilité. Dans une second partie, nous introduisons un algorithme glouton capable heuristiquement d’estimer un modèle de mélange depuis un sketch linéaire. Cet algorithme est appliqué sur données simulées et réelles à trois problèmes : l’estimation de centres significatifs dans les données, pour lequel on constate que la méthode de sketch est significativement plus rapide qu’un algorithme de k-moyennes classique, l’estimation de mélanges de Gaussiennes, pour lequel elle est plus rapide qu’un algorithme d’Espérance-Maximisation, et enfin l’estimation de mélange de distributions stables multivariées, pour lequel il n’existait à ce jour, à notre connaissance, aucun algorithme capable de réaliser une telle tâche. / Learning parameters from voluminous data can be prohibitive in terms of memory and computational requirements. Furthermore, new challenges arise from modern database architectures, such as the requirements for learning methods to be amenable to streaming, parallel and distributed computing. In this context, an increasingly popular approach is to first compress the database into a representation called a linear sketch, that satisfies all the mentioned requirements, then learn the desired information using only this sketch, which can be significantly faster than using the full data if the sketch is small. In this thesis, we introduce a generic methodology to fit a mixture of probability distributions on the data, using only a sketch of the database. The sketch is defined by combining two notions from the reproducing kernel literature, namely kernel mean embedding and Random Features expansions. It is seen to correspond to linear measurements of the underlying probability distribution of the data, and the estimation problem is thus analyzed under the lens of Compressive Sensing (CS), in which a (traditionally finite-dimensional) signal is randomly measured and recovered. We extend CS results to our infinite-dimensional framework, give generic conditions for successful estimation and apply them analysis to many problems, with a focus on mixture models estimation. We base our method on the construction of random sketching operators such that some Restricted Isometry Property (RIP) condition holds in the Banach space of finite signed measures with high probability. In a second part we introduce a flexible heuristic greedy algorithm to estimate mixture models from a sketch. We apply it on synthetic and real data on three problems: the estimation of centroids from a sketch, for which it is seen to be significantly faster than k-means, Gaussian Mixture Model estimation, for which it is more efficient than Expectation-Maximization, and the estimation of mixtures of multivariate stable distributions, for which, to our knowledge, it is the only algorithm capable of performing such a task.

The study of self-sensing cementitious materials is a constantly expanding topic of study in the materials and civil engineering fields and refers to the creation and utilization of cement-based materials (including cement paste, cement mortar, and concrete) that are capable of sensing (i.e. measuring) stress and strain states without the use of embedded or attached sensors. With the inclusion of electrically conductive fillers, cementitious materials can become truly self-sensing. Previous researchers have provided only qualitative studies of self-sensing material stress-electrical response. The overall goal of this research was to modify and apply previously developed predictive models on cylinder compression test data in order to provide a means to quantify stress-strain behavior from electrical response. The Vipulanandan and Mohammed (2015) stress-resistivity model was selected and modified to predict the stress state, up to yield, of cement cylinders enhanced with nanoscale iron(III) oxide (nanoFe2O3) particles based on three mix design parameters: nanoFe2O3 content, water-cement ratio, and curing time. With the addition of a nonlinear model, parameter values were obtained and compiled for each combination of nanoFe2O3 content and water-cement ratio for the 28-day cured cylinders. This research provides a procedure and lays the framework for future expansion of the predictive model.

Concrete structures may be subjected to dynamic loading during their service life. Understanding the dynamic properties of concrete structures is becoming critical because of the increased concern about the dynamic loading of both civilian and military structures, and especially, the recent increase in terrorist attacks on structures. Fiber reinforced concrete (FRC) is known to exhibit superior performance in its post-peak energy absorption capacity, (i.e., toughness) under flexural and tensile loading. However, the behavior of fiber reinforced concrete under compressive impact has not previously been investigated. In the present research, the response of fiber reinforced concrete was investigated over the full strain rate regime, from static loading to high strain rate loading, and finally to impact loading. The compressive toughness of FRC under static loading was studied using an existing Japanese standard (JSCE SF-5). Then, a test method for FRC under compressive impact loading was developed, involving the use of a high speed video camera system to measure the deformation of FRC cylinders under compressive impact. The strain rate sensitivity of FRC in both flexure and compression was also fully investigated. FRC was found to have higher strengths under impact loading (both flexural and compressive) than under static loading. The compressive toughness under impact loading increased due to the high peak load and the high strain capacity. FRC under flexural impact loading showed a greater strength improvement than under static flexure. FRC displays a much higher Dynamic Improvement Factor (DIF) under flexural impact than under compressive impact. It gave an overall higher performance under impact than under static loading. It also exhibited a higher strain rate sensitivity than plain concrete in both compression and flexure. Damage analysis, in terms of loss of strain energy, was carried out based on damage mechanics principles. Damage was found to increase with increasing strain rate. A new constitutive model was proposed to account for the relationship between DIF (Comp) and strain rate and the data derived from the model were found to be consistent with the experimental results. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate

The first part of this thesis develops methods for UWB communication. To meet the stringent regulatory body constraints, the physical layer signaling technique of the UWB transceiver should be optimally designed. We propose two signaling schemes which are variants of pulse position modulation (PPM) signaling for impulse radio (IR) UWB communication. We also discuss the detectors for the signaling schemes and evaluate the performance of these detectors.  IR-UWB can be used for precise range measurements as it provides a very high time resolution. This enables accurate time of arrival (TOA) estimations from which precise range values can be derived. We propose methods which use range information to arrive at optimal schedules for an all-to-all broadcast problem. Results indicate that throughput can be increased on average by three to ten times for typical network configurations compared to the traditional methods. Next, we discuss hypothesis testing in the context of UWB transceivers. We show that, when multiple detector outputs from a hardware platform are available, fusing the results from them can yield better performance in hypothesis testing than relying on a single detector output. In the second part of this thesis, the emphasis is placed on localization and joint estimation of location and communication parameters. Here, we focus on estimating the TOA of the signal. The wide bandwidth of the UWB signal requires high speed analog to digital converts (ADC) which makes the cost of the digital transceivers prohibitively high. To address this problem, we take two different strategies. In the first approach, we propose a multichannel receiver with each channel having a low-cost energy detector operating at a sub-Nyquist rate. In the second approach, we consider a compressive sampling based technique. Here, we propose a new acquisition front end, using which the sampling rate of the ADC can be significantly reduced. We extended the idea of compressive sampling based TOA estimation towards joint estimation of TOA and PPM symbols. Here, two signaling methods along with the algorithms are proposed based on the dynamicity of the target. They provide similar performance to the ML based estimation, however with a significant savings in the ADC resources. / <p>QC 20161205</p>

Orientador: Marcelo Martins dos Santos / Tese (doutorado) - Universidade Estadual de Campinas, Instituto de Matemática Estatística e Computação Científica / Made available in DSpace on 2018-08-24T11:12:23Z (GMT). No. of bitstreams: 1 Teixeira_EdsonJose_D.pdf: 1150959 bytes, checksum: b5b6e9eebd505ecc04e6ed04609b8f7a (MD5) Previous issue date: 2014 / Resumo: Neste trabalho estudamos a estrutura lagrangiana para o campo de velocidade solução das equações de Navier-Stokes para um fluido isentrópico compressível no semiespaço do R3, com a condição de fronteira de Navier. Consideramos a solução deste modelo obtida por David Hoff no artigo Compressible Flow in a Half-Space with Navier Boundary Conditions}, J. Math. Fluid Mech. 7 (2005) 315-338. Demonstramos que se a velocidade inicial pertence ao espaço de Sobolev H8 com 8 >1/2, então as curvas integrais do campo de velocidade, ou seja, as trajetórias de partículas, existem e são únicas, e mostramos também algumas propriedades desse fluxo / Abstract: In this work we study the Lagrangian structure for the velocity field of the Navier-Stokes equations for isentropic compressible fluid in the halfspace in R3 with the Navier boundary condition. We consider the solution of this model obtained by David Hoff in the paper (Compressible Flow in a Half-Space with Navier Boundary Conditions}, J. Math. Fluid Mech. 7 (2005) 315-338. Our main result states that if the initial velocity belongs to the Sobolev space H8, with 8 >1/2, then the integral curves of the velocity field, i.e. the particles paths, there exist and are unique. We also show some properties of this flow map / Doutorado / Matematica / Doutor em Matemática