No description available.

No description available.

No description available.

Neste trabalho foi realizado um estudo sobre o uso e influências do efeito small world, ou seis graus de separação, no roteamento de redes de sensores sem fio (RSSFs). Para esse objetivo, foram analisadas as características das RSSFs que influenciam no roteamento e os diferentes tipos de protocolos. Além disso, foram estudadas as características do efeito small world e suas propriedades, de um modo geral, em redes de larga escala e com alta densidade de nós, incluindo o modelo de small world para o estudo de redes ad hoc. Realizou-se um breve estudo sobre redes overlay, redes lógicas criadas sobre a rede física com o propósito de melhorar suas qualidades e seu desempenho. A conclusão neste trabalho é que small worlds pode ser empregado para melhorar o funcionamento de protocolos de roteamento em RSSFs. / In this work, has made an study about the use and influences of the small world effect, or six degrees of separation, in routing of wireless sensors network (WSNs). For this objective, was analyzed the characteristics of WSNs that influence in the routing and the different types of protocols. Moreover, was studied the characteristics of small world effect and it properties, generically, in large scale networks with a high node density, including the small world model for the study of ad hoc networks. Was accomplished a brief study about overlay networks, logical network created over physical network with the purpose of improve qualities and performance. The conclusion in this work is that small worlds can be applied to improve the operation of WSNs routing protocols.

Overlay networks have recently gained popularity as a viable alternative to overcome functionality limitations of the Internet (e.g., lack of QoS, multicast routing). They offer enhanced functionality to end-users by forming an independent and customizable virtual network over the native network. Typically, the routing at the overlay layer operates independent of that at the underlying native layer. There are several potential problems with this approach because overlay networks are selfish entities that are chiefly concerned with achieving the routing objective of their own users. This leads to complex cross-layer interactions between the native and overlay layers, and often tends to degrade the achieved performance for both layers. As overlay applications proliferate and the amount of selfish overlay traffic surges, there is a clear need for understanding the complex interactions and for strategies to manage them appropriately. Our work addresses these issues in the context of "service overlay networks", which represent virtual networks formed of persistent nodes that collaborate to offer improved services to actual end-systems. Typically, service overlays alter the route between the overlay nodes in a dynamic manner in order to satisfy a selfish objective. The objective of this thesis is to improve the stability and performance of overlay routing in this multi-layer environment. <br><br> We investigate the common problems of functionality overlap, lack of cross-layer awareness, mismatch or misalignment in routing objectives and the contention for native resources between the two layers. These problems often lead to deterioration in performance for the end-users. This thesis presents an analysis of the cross-layer interaction during fault recovery, inter-domain policy enforcement and traffic engineering in the multi-layer context. Based on our characterization of the interaction, we propose effective strategies that improve overall routing performance, with minimal side-effects on other traffic. These strategies typically 1) increase the layer-awareness (awareness of information about the other layer) at each layer, 2) introduce better control over routing dynamics and 3) offer improved overlay node placement options. Our results demonstrate how applying these strategies lead to better management of the cross-layer interaction, which in turn leads to improved routing performance for end-users.

This research project, funded by the Federal Highway Administration, entails the construction of an outdoor exposure site in order to evaluate various methods for mitigating alkali-silica reaction (ASR) in hardened concrete. The exposure site, built at the Concrete Durability Center at the University of Texas at Austin J.J. Pickle Research campus, included a series of bridge deck, column and slab elements. The specimens were cast in 2008, allowed to expand to predetermined expansion levels and then treated with various mitigation measures, after which the specimens were monitored for expansion, humidity, and deterioration. / text

Neste trabalho foi realizado um estudo sobre o uso e influências do efeito small world, ou seis graus de separação, no roteamento de redes de sensores sem fio (RSSFs). Para esse objetivo, foram analisadas as características das RSSFs que influenciam no roteamento e os diferentes tipos de protocolos. Além disso, foram estudadas as características do efeito small world e suas propriedades, de um modo geral, em redes de larga escala e com alta densidade de nós, incluindo o modelo de small world para o estudo de redes ad hoc. Realizou-se um breve estudo sobre redes overlay, redes lógicas criadas sobre a rede física com o propósito de melhorar suas qualidades e seu desempenho. A conclusão neste trabalho é que small worlds pode ser empregado para melhorar o funcionamento de protocolos de roteamento em RSSFs. / In this work, has made an study about the use and influences of the small world effect, or six degrees of separation, in routing of wireless sensors network (WSNs). For this objective, was analyzed the characteristics of WSNs that influence in the routing and the different types of protocols. Moreover, was studied the characteristics of small world effect and it properties, generically, in large scale networks with a high node density, including the small world model for the study of ad hoc networks. Was accomplished a brief study about overlay networks, logical network created over physical network with the purpose of improve qualities and performance. The conclusion in this work is that small worlds can be applied to improve the operation of WSNs routing protocols.

Chloride-induced deterioration of concrete bridge decks can be described in terms of three phases: 1) initiation of rebar corrosion, 2) rust formation and development of deck damage, and 3) accelerated deck damage towards structural failure. The first objective of this research was to investigate relationships among chloride concentration at the top mat of reinforcing steel, deck age, cover depth, and occurrence of delamination for concrete bridge decks with selected surface treatments and rebar types. Relating these factors can help establish greater understanding about the duration of each phase of the deterioration process. A second objective of this research was to investigate the relationship between chloride concentrations that develop between the bars and those that develop directly above the bars in the top mat of reinforcing steel to better understand the effects of the presence of reinforcing steel on diffusion of chloride ions through the concrete matrix.Data collected from 48 concrete bridge decks in Utah were used to address both of the objectives stated for this research. Surface treatment types included bare concrete, thin-bonded polymer overlays, and asphalt overlays, and rebar types included uncoated and epoxy-coated rebar. Regarding the first objective, baseline relationships between chloride concentration, deck age, and cover depth were developed for all three deck types. The results show that, as deck age increases, chloride concentration also increases and that chloride concentrations are much higher for shallower concrete depths than for deeper concrete depths. Based on these relationships, the duration of the first phase of the deterioration process was estimated using the critical chloride threshold of 2.0 lb Cl-/yd3 of concrete. For decks with asphalt or polymer overlays, development of clear relationships between chloride concentration, deck age, and cover depth required consideration of treatment time. The data show that chloride concentrations for decks that had an overlay applied 10 or more years after construction are higher than those for decks that had an asphalt overlay applied immediately after construction. Relevant to determining the duration of the second phase of the deterioration process, the relationship between delamination occurrence and chloride concentration for bare concrete bridge decks was developed. In general, the results show that the occurrence of delamination increases with increasing chloride concentration. Estimated durations of the second phase of the deterioration process were then determined using a chloride concentration threshold of 4.0 lb Cl-/yd3 of concrete for each of the same combinations of surface treatment and cover depth used for determining durations of the first phase of the deterioration process. Regarding the performance of epoxy-coated bar, the data clearly demonstrate the benefit of epoxy coatings on reinforcing steel for the purpose of significantly delaying the onset of chloride-induced delamination in concrete bridge decks. The relationship between the ratio of chloride concentrations directly above and between steel reinforcing bars and deck age was then developed. The results show that, as deck age increases, the average ratio of chloride concentrations directly above and between the bars asymptotically decreases from above 1.5 toward 1.0, which is reached at a deck age of approximately 30 years. Given that increasing deck age generally corresponds to increasing chloride concentration, which would in turn eventually lead to similar chloride concentrations directly above and between bars as the concrete pore water within the cover depth approached chloride saturation, this observed relationship is consistent with theory.

No description available.

Redes sobrepostas são consideradas uma forma fácil e eficaz de implantar serviços de Internet de valor agregado através da extensão do serviço de entrega de melhor esforço oferecido pela camada de rede IP. No entanto, para aproveitar-se de seus benefícios, um projeto cuidadoso torna-se necessário. Como ainda não existem padrões para redes sobrepostas, com frequência estas são projetadas de forma independente, o que significa que cada uma aplica sua própria descoberta de topologia e toma suas próprias decisões de roteamento. Como resultado, elas podem afetar negativamente umas às outras, através da geração de uma sobrecarga de informações de controle ou através da criação de gargalos na rede física. Portanto, para evitar tais situações, este trabalho propõe uma arquitetura e organização de middleware para serviços em redes sobrepostas. Dentre os possíveis serviços, um esquema de multidifusão sobreposta foi projetado e implantado, no qual um protocolo de middleware baseado em padrões internacionais implementa tanto um cenário intradomínio quanto interdomínio. Validamos o sistema proposto através de dois tipos de análise: uma análise de desempenho e uma análise funcional. A primeira análise mostra que o desempenho do protocolo aqui proposto pode ser comparado ao desempenho dos protocolos tradicionais de multidifusão IP, a menos de uma métrica: a latência. Entretanto, o modelo analítico desenvolvido mostra a possibilidade de se traçar heurísticas para um projeto de serviço sobreposto com latência controlada. Além disso, a análise funcional utiliza-se de medidas experimentais no sistema real para confirmar a funcionalidade de multidifusão interdomínio, facilidade antes inviável em ambientes de rede pública utilizando-se as técnicas tradicionais. / Overlay networks are considered an easy and effective way to deploy value-added Internet services by extending the best-effort delivery service supported by IP layer. However, a careful design is needed in order to take advantage of these benefits. Since there are no standards for overlay networks yet, they are often independently designed, which means that each one applies its own topology discovery and takes its own routing decisions. As a result, they may negatively affect each other by generating control overhead and by creating bottlenecks in the physical network. In order to avoid such a situation, this work proposes an overlay network organization and architecture for overlay network services. Among possible services, an overlay multicast scheme was projected and deployed, on which a middleware protocol based on international standards implements both intradomain and interdomain scenarios. We validate the proposed system by two kind of analysis: performance analysis and functional analysis. The first one shows the performance of the proposed protocol can be compared with performance of traditional IP multicast protocols, except for one metric: latency. Nevertheless, the developed analytical modeling shows the possibility to outline heuristics for a controlled-latency overlay service project. Moreover, functional analysis uses experimental measurements on real system to confirm interdomain multicast functionality, facility before unfeasible in public network environments when using traditional techniques.