Fundações profundas, quando solicitadas ao carregamento lateral, são regidas por três critérios de projeto: resistência última do solo, carga última do elemento estrutural e deflexão máxima. Esses critérios atuam em conjunto e é necessário que sejam analisados dessa forma, visto que a falha de um deles é capaz de acarretar o colapso de todo sistema. No que tange à resistência do solo, metodologias de capacidade de carga existentes traduzem o comportamento de solos granulares e coesivos. Dada a particularidade da atuação de solos residuais na mecânica dos solos, não há uma metodologia abrangente para estacas sujeitas a solicitação de carregamento lateral nesse tipo de solo, o qual apresenta comportamento intermediário e estrutura levemente cimentada. Em vista disso, o presente trabalho propõe um método de estimativa de capacidade de carga para estacas carregadas horizontalmente, quando inseridas em solo residual e em casos em que as mesmas apresentam topo locado em superfície de solo tratado. Dessa forma, dados de provas de carga lateral pré-existentes e ensaios de laboratório executados ao longo da pesquisa serviram como base para a proposição do método, fundamentado no comportamento do material quando solicitado ao carregamento lateral Ensaios de resistência à compressão simples, compressão oedométrica, compressão isotrópica e ensaios triaxiais com medidas de módulo cisalhante demonstram que há um ponto em que se dá a quebra da estrutura cimentada do solo, passando o mesmo a se apresentar num arranjo desestruturado, refletido em maiores deformações. Uma relação linear é capaz de equacionar a capacidade de carga, tanto para estacas inseridas em solo residual quanto para estacas executadas em solo com camada superficial melhorada. Essa relação é estabelecida entre a carga de ruptura das estacas ensaiadas e a área de solo adjacente à mesma, mobilizada pelo carregamento. Os resultados demonstram que a capacidade de carga das estacas estudadas é regida pela tensão de plastificação do material. O equacionamento proposto possibilita a obtenção da carga de ruptura com base em ensaios simples e de fácil execução, tal como o ensaio de resistência à compressão simples que estabelece relação direta com a tensão de plastificação do solo estudado. / Deep foundations, when requested to lateral loading, are governed by three design criteria: ultimate soil strength, piles’ ultimate load, and maximum deflection. These criteria act together and must be analyzed in this way, since the failure of one of them is capable of causing the collapse of the entire system. Regarding soil resistance, the current bearing capacity methodologies describe the behavior of granular and cohesive soils. Given the particular behavior of the residual soils in the soil mechanics, there is no comprehensive methodology for piles subject to lateral loads and inserted in this soil type, which presents an intermediate behavior and a lightly cemented structure. Thus, the present work proposes an estimated bearing capacity for crosswise loaded piles, when inserted in residual soil and in soil with the top layer cemented. So, data from preexisting lateral loading tests and laboratory tests, performed during the research, served as a basis for the proposition of the method, based on the behavior of the material when requested to lateral loading Unconfined compression tests, oedometer consolidation tests, isotropic compression, and triaxial tests with measures of shear modulus demonstrate that there is a point where the soil's cemented structure breaks down, presenting itself in a destructured arrangement, reflected by larger strains. A linear relationship is capable of equating the bearing capacity for both, piles inserted in residual soil and piles carried out in soil with improved surface layer. This relationship is established between the rupture load of the piles tested and the area of soil adjacent to it mobilized by the loading. The results shows that the piles' bearing capacity is governed by the yield stress of the material. The proposed equation makes it possible to obtain the rupture load based on simple and easy tests, such as the unconfined compression test that establishes a direct relationship with the yield stress of the studied soil.

Determinar as forças que estão agindo em um dado sistema é uma questão frequente em dinâmica estrutural, de modo que a reconstrução ou a identificação de carregamento se torna um importante problema de engenharia. Quando um sistema é exposto a um carregamento desconhecido e/ou não se é possível medir diretamente a força atuante nesse sistema, se torna necessária a utilização de métodos inversos. Esta metodologia consiste essencialmente na aplicação de cargas dinâmicas pontuais nos modelos de estudo e posterior recuperação de estimativas dessas cargas nos pontos de interesse. Na prática, há situações em que o número de pontos de interesse diferem do número de pontos testados, sendo assim, a matriz da função de resposta de freqüência (FRF) do sistema resulta retangular, fazendo-se necessário o uso da pseudo-inversa de Moore-Penrose. No presente trabalho, essa metodologia é aplicada a modelos númericos a fim de testar sua eficácia. Os resultados dos processos de reconstrução de carregamento dinâmico utilizando a presente metodologia foram obtidos a partir de aplicações analíticas e numéricas. Além disso, diretrizes para utilização da pseudo-inversa de Moore-Penrose na reconstrução de carregamento dinâmico são apresentadas ao final deste trabalho. / Determining the forces acting on a given system is a frequent issue in structural dynamics, so that load reconstruction or load identification becomes an important engineering problem. When a system is exposed to an unknown load and/or if it is not possible to directly measure the force acting on that system, it is necessary to use inverse methods. This methodology consists essentially in the application of punctuals dynamics load in the study models and later recovery of estimates of these loads at points of interest. In practice, there are situations where the number of points of interest differ from the number of points tested, so the matrix of the frequency response function (FRF) of the system is rectangular, making it necessary to use the pseudo-inverse of Moore-Penrose. In the present work, this methodology is applied to numerical models in order to test their effectiveness. The results of the dynamic load reconstruction processes using the present methodology were obtained from analytical and numerical applications. In addition, guidelines for using Moore-Penrose pseudo-inverse in the dynamic load reconstruction are presented at the end of this work.

The mobile traffic in cellular networks is increasing in a steady rate as we go intoa future where we are connected to the internet practically all the time in one wayor another. To map the mobile traffic and the volume pressure on the base stationduring different time periods, it is useful to have the ability to predict the trafficvolumes within cellular networks. The data in this work consists of 4G cellular trafficdata spanning over a 7 day coherent period, collected from cells in a moderately largecity. The proposed method in this work is ARIMA modeling, in both original formand with an extension where the coefficients of the ARIMA model are re-esimated byintroducing some user characteristic variables. The re-estimated coefficients produceslightly lower forecast errors in general than a isolated ARIMA model where thevolume forecasts only depends on time. This implies that the forecasts can besomewhat improved when we allow the influence of these variables to be a part ofthe model, and not only the time series itself.

A conexão de geradores distribuídos nas redes de subtransmissão e de distribuição de energia elétrica se mostra cada vez mais crescente devido aos inúmeros benefícios técnicos e econômicos alcançados com essa tecnologia. No entanto, há importantes implicações técnicas que precisam ser analisadas antes que um gerador distribuído seja conectado em paralelo ao sistema elétrico. Um aspecto a ser analisado, e que é comum entre as concessionárias de energia elétrica é a adequação da proteção anti-ilhamento, a qual tem a função de detectar essa condição e, automaticamente, desconectar os geradores distribuídos, dentro de um tempo pré-determinado, e assim mantê-los até que o fornecimento de energia seja restabelecido. Neste contexto, este trabalho analisará o desempenho dos relés de proteção anti-ilhamento em face de diferentes tipos de cargas que acabam afetando o tempo de detecção do ilhamento. Com isso, pretende-se obter subsídios para que os ajustes desses relés sejam calculados de forma eficiente. Os relés estudados são o relé de sub/sobrefrequência e o relé de taxa de variação da frequência, e o gerador distribuído é do tipo síncrono equipado com controle de tensão. As análises mostraram que no instante em que ocorre um ilhamento os fatores que mais influenciam no desempenho dos relés de proteção anti-ilhamento são as condições de carga e geração, tempo de detecção estabelecido, tipo do relé adotado, ajuste do mesmo e modelo de carga utilizado. / The connection of distributed generators to power subtransmission and distribution networks has been increasing recently due to the technical and economic benefits that such technology can provide. However, there are important technical issues that need to be carefully analyzed before a distributed generator is connected to electrical systems. One issue to be analyzed, which is common sense among utility companies, is the anti-islanding protection, whose main goal is to detect unintentional islanding and, automatically, disconnect the distributed generators within a required time-interval. In this context, this work will analyze the performance of anti-islanding protection relays in face of different load types. With this study, one intend to get support for adjusting these relays efficiently. The relays studied in this work are the under/over frequency and the rate of change of frequency relays, and the distributed generator is a synchronous machine equipped with an automatic voltage regulator. The analyzes showed that the moment a islanding occurs the most important factors influencing the performance of relays anti-islanding protection are the conditions of load and generation, detection time set, type and relay setting adopted and load model.

Este trabalho apresenta os resultados de provas de carga em placa com monitoramento da sucção e do teor de umidade, realizadas nas profundidades de 1,5, 4,0, 6,0 e 8,0 m no Campo Experimental de Fundações da Escola de Engenharia de São Carlos, cujo perfil geotécnico é representativo da região centro-oeste do Estado de São Paulo. Para cada profundidade também se realizou ensaios com pré-inundação do terreno, representando a condição de sucção de matricial nula. Constatou-se que a profundidade e a sucção matricial média no solo sob a placa influem significativamente na capacidade de carga no sistema solo-placa. As curvas tensão x recalque obtidas não se caracterizam ruptura nítida nem indicam o modelo de ruptura física, exigindo assim, a adoção de critérios de ruptura convencional. Devido à semelhança dessas curvas com as curvas e x log\'sigma\' de ensaios de adensamento e, por isso, utilizou-se o método de PACHECO SILVA (1970) como um critério ruptura convencional, comparando-se com valores da tensão de pré-adensamento obtidos em laboratório. Também se utilizou o recalque de 25 mm para obter a correspondente ruptura convencional. / This work presents the results of plate load tests with measurements of soil matric suction and moisture content, carried out in the depths of 1,5 , 4,0 , 6,0 and 8,0 m at the Experimental Field of Foundations of School of Engineering of São Carlos, whose soil profile is representative of the middle-west region of the State of São Paulo. For each depth tests with previous flooding of the land, representing the condition of null matric suction. Were also carried out It was verified that the depth and the average matric suction in the soil under the plate influence significantly in the load capacity of the soil-plate system. The stress settlement curve obtained does not characterize clear rupture nor indicate the model of physical rupture, demanding the adoption of approaches of conventional rupture. Due to the similarity of those curves with the e x log\'sigma\' curves from consolidation tests and, to put that, PACHECO SILVA (1970) method was used as an approach to conventional rupture, being compared with values of the preconsolidation stress obtained in laboratory. It was also used settlement of 25 mm to obtain the corresponding conventional rupture.

Visando o estudo de diversos tipos de fundações implantou-se um Campo Experimental de Engenharia Civil na Unesp, campus de Bauru. Neste local foram realizados inúmeros ensaios de investigação geotécnica cujo solo é uma areia fina argilosa de baixa compacidade, com características colapsíveis, representativo de uma grande área do Estado. Neste trabalho apresentam-se os resultados de trinta provas de carga à compressão, executadas neste campo experimental em dez estacas apiloadas, sendo doze provas em estacas instrumentadas com o uso de strain-gages. Em cada estaca executaram-se três provas de carga, sendo a terceira com inundação prévia do solo, para se verificar o efeito da colapsibilidade na capacidade de carga. A instrumentação permitiu determinar a parcela de carga resistida por atrito e pela ponta da estaca. Os resultados são comparados a métodos empíricos normalmente utilizados no Brasil. Os resultados obtidos servem como subsídios para os projetistas desse tipo de fundação de uso muito freqüente no interior do estado de São Paulo. / In order to study different foundation types, the Unesp (São Paulo State University) in Bauru, created an experimental field in Civil Engineering. In this site an extensive soil investigation program were carried out. The topmost soil is a clayey fine sand with collapsible characteristic. The paper presents the results of thirty compression load tests carried out in ten uncased displacement cast in place piles (pounded piles, called apiloadas in Brazil), where twelve load tests were instrumented with electrical strain gages. In each pile three load test were conducted, two in natural condition and the third after soaking the soil, in order to evaluate the influence of the soil collapsibility in the results. The instrumentation permitted the evaluation of the ultimate bearing, the skin friction, the end-bearing stress and the load transfer distribution along the pile length. Comparation are made between results obtained and predicted by empirical methods that used SPT and CPT results. The results obtained provides the basis for a more rational design procedure and has a major interest for those who are dealing with foundation design of this type, frequently used in the interior of São Paulo State which soil is similar from a geotechnical point of view.

Within the broad topical designation of “smart grid,” research in demand response, or demand-side management, focuses on investigating possibilities for electrically powered devices to adapt their power consumption patterns to better match the availability of intermittent renewable energy sources, especially wind. Devices such as battery chargers, heating and cooling systems, and computers can be controlled to change the time, duration, and magnitude of their power consumption while still meeting workload constraints such as deadlines and rate of throughput. This thesis presents a system by which a computer server, or multiple servers in a data center, can estimate the power imbalance on the electrical grid and use that information to dynamically change the power consumption as a service to the grid. Implementation on a testbed demonstrates the system with a hypothetical but realistic usage case scenario of an online video streaming service in which there are workloads with deadlines (high-priority) and workloads without deadlines (low-priority). The testbed is implemented with real servers, estimates the power imbalance from the grid frequency with real-time measurements of the live outlet, and uses a distributed, real-time algorithm to dynamically adjust the power consumption of the servers based on the frequency estimate and the throughput of video transcoder workloads. Analysis of the system explains and justifies multiple design choices, compares the significance of the system in relation to similar publications in the literature, and explores the potential impact of the system.

This dissertation argues that admission control should be applied as early as possible within a system. To that end, this dissertation examines the benefits and trade-offs involved in applying admission control to a networked computer system at the level of the network interface hardware. Admission control has traditionally been applied in software, after significant resources have already been expended on processing a request. This design decision leads to systems whose algorithmic cost is a function of the load applied to the system, rather than the load admitted to the system. By performing admission control at the network interface, it is possible to develop systems whose algorithmic cost is a function of load admitted to the system, rather than load applied to the system. Such systems are able to deal with excessive applied loads without exhibiting performance degradation. This dissertation first examines existing admission control approaches, focussing on the cost of admission control within those systems. It then goes on to develop a model of system behaviour under overload, and the impact of admission control on that behaviour. A new class of admission control mechanisms which are able to perform load rejection using the network interface hardware are then described, along with a prototype implementation using commodity hardware. A prototype implementation in the FreeBSD operating system is evaluated for a variety of network protocols and performance is compared to the standard FreeBSD implementation. Performance and scalability under overload is significantly improved.

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 the codes would result in thinner walls and consequently savings in construction costs. In this thesis, the focus is on the development of a design formula and new design methods for axially loaded reinforced concrete wall panels. The design of walls having side restraints and being composed of high strength concrete is given particular attention. An experimental program has been undertaken to obtain data for the derivation of applicable formulae and to verify the analytical methods developed herein. Note that, the test results and other data available in published literature have also been used to develop the design formula. The formula encompasses effective length, eccentricity and slenderness ratio factors and is proposed for normal and high strength concrete walls simply supported at top and bottom only (one-way) and simply supported on all four sides (two-way). The major portion of the experimental program focuses on a series of normal and high strength concrete walls simply supported at top and bottom only (one-way), and simply supported on all four sides (two-way) with eccentric axial loading. The behaviour of the test panels is noted, particularly the difference between the normal and high strength concrete panels. A Layer Finite Element Method (LFEM) is used as an analytical tool for walls in two-way action. The LFEM gives comparable results to the test data and the proposed design formula. As part of the research, a program named WASTABT has also been developed to implement a more accurate analytical method involving the instability analysis of two-way action walls. WASTABT is proven to be a useful design tool in situations where the walls have (i) various reinforcement ratio in one or two layers; (ii) composed of normal or high strength concrete; (iii) various eccentricity.

We developed a diffusive load balancing scheme that equalizes the available capacities of nodes in a peer-to-peer (P2P) system. These nodes may have different resource capacities, geographic locations, or availabilities (i.e., length of time being part of the peer-to-peer system). The services on these nodes may have different service times and arrival rates of requests. Using the diffusive scheme, the system is able to maintain similar response times for its services. Our scheme is a modification of the diffusive load balancing algorithms proposed for parallel computing systems. This scheme is able to handle services with heterogeneous resource requirements and P2P nodes with heterogeneous capacities. We also adapted the diffusive scheme to clustered peer-to-peer system, where a load balancing operation may move services or nodes between clusters. After a literature survey of this field, this thesis investigates the following issues using analytical reasoning and extensive simulation studies. The load balancing operations equalize the available capacities of the nodes in a neighborhood to their averages. As a result, the available capacities of all nodes in the P2P system converge to a global average. We found that this convergence is faster when the scheme uses neighborhoods defined by the structure of the structured P2P overlay network rather than using randomly selected neighbors. For a system with churn (i.e. nodes joining and leaving), the load balancing operations maintain the standard deviation of the available capacities of nodes within a bound. This bound depends on the amount of churn and the frequency of load balancing operations, as well as on the capacities of the nodes. However, the sizes of the services have little impact on this bound. In a clustered peer-to-peer system, the size of the bound largely depends on the average cluster size. When nodes are moved among clusters for load balancing, the numbers of cluster splits and merges are reduced. This may reduce the maintenance cost of the overlay network.