10 resultados para Built in 1973 Maison

em Instituto Politécnico do Porto, Portugal


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Prototype validation is a major concern in modern electronic product design and development. Simulation, structural test, functional and timing debug are all forming parts of the validation process, although very often addressed as dissociated tasks. In this paper we describe an integrated approach to board-level prototype validation, based on a set of mandatory/optional BST instructions and a built-in controller for debug and test, that addresses the late mentioned tasks as inherent parts of a whole process

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Volatile organic compounds are a common source of groundwater contamination that can be easily removed by air stripping in columns with random packing and using a counter-current flow between the phases. This work proposes a new methodology for column design for any type of packing and contaminant which avoids the necessity of an arbitrary chosen diameter. It also avoids the employment of the usual graphical Eckert correlations for pressure drop. The hydraulic features are previously chosen as a project criterion. The design procedure was translated into a convenient algorithm in C++ language. A column was built in order to test the design, the theoretical steady-state and dynamic behaviour. The experiments were conducted using a solution of chloroform in distilled water. The results allowed for a correction in the theoretical global mass transfer coefficient previously estimated by the Onda correlations, which depend on several parameters that are not easy to control in experiments. For best describe the column behaviour in stationary and dynamic conditions, an original mathematical model was developed. It consists in a system of two partial non linear differential equations (distributed parameters). Nevertheless, when flows are steady, the system became linear, although there is not an evident solution in analytical terms. In steady state the resulting ODE can be solved by analytical methods, and in dynamic state the discretization of the PDE by finite differences allows for the overcoming of this difficulty. To estimate the contaminant concentrations in both phases in the column, a numerical algorithm was used. The high number of resulting algebraic equations and the impossibility of generating a recursive procedure did not allow the construction of a generalized programme. But an iterative procedure developed in an electronic worksheet allowed for the simulation. The solution is stable only for similar discretizations values. If different values for time/space discretization parameters are used, the solution easily becomes unstable. The system dynamic behaviour was simulated for the common liquid phase perturbations: step, impulse, rectangular pulse and sinusoidal. The final results do not configure strange or non-predictable behaviours.

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We report the results of a study of the sulphurization time effects on Cu2ZnSnS4 absorbers and thin film solar cells prepared from dc-sputtered tackedmetallic precursors. Three different time intervals, 10 min, 30min and 60 min, at maximum sulphurization temperature were considered. The effects of this parameter' change were studied both on the absorber layer properties and on the final solar cell performance. The composition, structure, morphology and thicknesses of the CZTS layers were analyzed. The electrical characterization of the absorber layer was carried out by measuring the transversal electrical resistance of the samples as a function of temperature. This study shows an increase of the conductivity activation energy from 10 meV to 54meV for increasing sulphurization time from 10min to 60min. The solar cells were built with the following structure: SLG/Mo/CZTS/CdS/i-ZnO/ZnO:Al/Ni:Al grid. Several ac response equivalent circuit models were tested to fit impedance measurements. The best results were used to extract the device series and shunt resistances and capacitances. Absorber layer's electronic properties were also determined using the Mott–Schottky method. The results show a decrease of the average acceptor doping density and built-in voltage, from 2.0 1017 cm−3 to 6.5 1015 cm−3 and from 0.71 V to 0.51 V, respectively, with increasing sulphurization time. These results also show an increase of the depletion region width from approximately 90 nm–250 nm.

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More than ever, the economic globalization is creating the need to increase business competitiveness. Lean manufacturing is a management philosophy oriented to the elimination of activities that do not create any type of value and are thus considered a waste. One of the main differences from other management philosophies is the shop-floor focus and the operators' involvement. Therefore, the training of all organization levels is crucial for the success of lean manufacturing. Universities should also participate actively in this process by developing students' lean management skills and promoting a better and faster integration of students into their future organizations. This paper proposes a single realistic manufacturing platform, involving production and assembly operations, to learn by playing many of the lean tools such as VSM, 5S, SMED, poke-yoke, line balance, TPM, Mizusumashi, plant layout, and JIT/kanban. This simulation game was built in tight cooperation with experienced lean companies under the international program “Lean Learning Academy,”http://www.leanlearningacademy.eu/ and its main aim is to make bachelor and master courses in applied sciences more attractive by integrating classic lectures with a simulated production environment that could result in more motivated students and higher study yields. The simulation game results show that our approach is efficient in providing a realistic platform for the effective learning of lean principles, tools, and mindset, which can be easily included in course classes of less than two hours.

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Debugging electronic circuits is traditionally done with bench equipment directly connected to the circuit under debug. In the digital domain, the difficulties associated with the direct physical access to circuit nodes led to the inclusion of resources providing support to that activity, first at the printed circuit level, and then at the integrated circuit level. The experience acquired with those solutions led to the emergence of dedicated infrastructures for debugging cores at the system-on-chip level. However, all these developments had a small impact in the analog and mixed-signal domain, where debugging still depends, to a large extent, on direct physical access to circuit nodes. As a consequence, when analog and mixed-signal circuits are integrated as cores inside a system-on-chip, the difficulties associated with debugging increase, which cause the time-to-market and the prototype verification costs to also increase. The present work considers the IEEE1149.4 infrastructure as a means to support the debugging of mixed-signal circuits, namely to access the circuit nodes and also an embedded debug mechanism named mixed-signal condition detector, necessary for watch-/breakpoints and real-time analysis operations. One of the main advantages associated with the proposed solution is the seamless migration to the system-on-chip level, as the access is done through electronic means, thus easing debugging operations at different hierarchical levels.

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The new generations of SRAM-based FPGA (field programmable gate array) devices are the preferred choice for the implementation of reconfigurable computing platforms intended to accelerate processing in real-time systems. However, FPGA's vulnerability to hard and soft errors is a major weakness to robust configurable system design. In this paper, a novel built-in self-healing (BISH) methodology, based on run-time self-reconfiguration, is proposed. A soft microprocessor core implemented in the FPGA is responsible for the management and execution of all the BISH procedures. Fault detection and diagnosis is followed by repairing actions, taking advantage of the dynamic reconfiguration features offered by new FPGA families. Meanwhile, modular redundancy assures that the system still works correctly

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Volatile organic compounds are a common source of groundwater contamination that can be easily removed by air stripping in columns with random packing and using a counter-current flow between the phases. This work proposes a new methodology for the column design for any particular type of packing and contaminant avoiding the necessity of a pre-defined diameter used in the classical approach. It also renders unnecessary the employment of the graphical Eckert generalized correlation for pressure drop estimates. The hydraulic features are previously chosen as a project criterion and only afterwards the mass transfer phenomena are incorporated, in opposition to conventional approach. The design procedure was translated into a convenient algorithm using C++ as programming language. A column was built in order to test the models used either in the design or in the simulation of the column performance. The experiments were fulfilled using a solution of chloroform in distilled water. Another model was built to simulate the operational performance of the column, both in steady state and in transient conditions. It consists in a system of two partial non linear differential equations (distributed parameters). Nevertheless, when flows are steady, the system became linear, although there is not an evident solution in analytical terms. In steady state the resulting system of ODE can be solved, allowing for the calculation of the concentration profile in both phases inside the column. In transient state the system of PDE was numerically solved by finite differences, after a previous linearization.

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O mercado da reabilitação de estruturas em Portugal está em voga, sendo um nicho de mercado com evolução galopante nos últimos anos fruto da consciencialização das entidades responsáveis, assim como das necessidades de intervir no parque edificado cada vez mais degradado, resultando num estímulo para o mercado da construção face ao seu estado atual. As causas associadas à degradação prematura dos materiais estruturais resultam de erros de conceção e execução, assim como do facto de muitas estruturas de betão armado do parque habitacional edificado nas décadas de 60 e 70, estarem a atingir o fim do seu período de vida útil. Na avaliação do estado de degradação de estruturas de betão armado aconselha-se a utilização de ensaios não destrutivos, uma vez que permitem efetuar um diagnóstico com resultados positivos salvaguardando a integridade da estrutura. A norma EN 1504“Produtos e Sistemas para a proteção e reparação de estruturas de betão” estipula os procedimentos de execução, as características dos materiais mais adequados a cada tipo de projeto, assim como a divisão do seu encadeamento em 5 fases. O caso prático apresentado é um edifício de prestação de serviços municipais, tendo sido aplicado com o maior rigor possível as fases de inspeção, diagnóstico, deliberação e reparação. Foi efetuada uma fase de diagnóstico, de carácter visual assim como de caracterização física dos elementos estruturais em betão armado através de ensaios “in situ”. A estrutura avaliada apresenta debilidades e um estado de degradação acelerado, pelo que urge uma intervenção de reparação por forma a repor a estrutura com as características da sua conceção, salvaguardando a segurança das pessoas e bens.

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Este projeto tem por base um problema identificado num mega agrupamento de um concelho do grande porto, criado em junho de 2012, e que se centra nas dificuldades de gestão e liderança de uma organização resultante da agregação de duas unidades com culturas organizacionais distintas. Na perspetiva de conhecermos e compreendermos o problema e respondermos ao nosso questionamento, optamos por uma metodologia qualitativa seguindo o método de um estudo de caso. No estudo empírico, cuja técnica de recolha foi um focus group, recolheram-se as perceções dos professores das unidades agregadas sobre a criação da nova organização, sobre o impacto nas identidades e culturas organizacionais, sobre a forma da procura de uma coesão no respeito pela diversidade e identificaram-se os quadros de referência das escolas que se agregaram. O estudo realizado permite reconhecer que as dificuldades ao nível da gestão e liderança se confinam mais na escola que perdeu a centralidade e que se sente numa posição periférica. Na elaboração do plano de ação recuperámos e valorizámos a ideia de que um modelo de liderança baseado em valores poderia ser um caminho para a unidade. Neste sentido o plano de ação, com base em alguns princípios de atuação e definição de estratégias tenta dar resposta à questão de partida e em congruência com um modelo de liderança por valores.

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O presente relatório é o corolário do Estágio Curricular que a autora efetuou, durante o segundo semestre do ano letivo de 2014/2015 na SBS – Engenharia Civil, Hidráulica e Ambiente, Lda. Nesta empresa a autora foi integrada na equipa técnica que elaborou um Projeto de Execução para uma Estação de Tratamento de Águas Residuais que irá ser construída em Montemor-o-Novo, tendo-lhe sido atribuídas as seguintes tarefas principais: i) estudo de ferramentas de dimensionamento de ETAR; e ii) estudo dos processos de tratamento de águas residuais a instalar. O tratamento de águas residuais não é matéria que conste do atual Plano de Estudos do Mestrado em Engenharia Civil do ISEP. Este facto, associado à premente necessidade de dar resposta às expectativas da Entidade Acolhedora, obrigou a autora a um esforço de aprendizagem significativo. Nesta fase foi executada uma aprofundada pesquisa bibliográfica que permitiu à autora obter o nível de conhecimentos teóricos necessário para a plena integração na Equipa de Projeto. Já integrada na Equipa de Projeto o primeiro trabalho desenvolvido pela autora foi a análise detalhada do Caderno de Encargos e da respetiva Nota Técnica. Seguidamente a autora participou em todas as fases do Projeto tendo, por isso, colaborado na análise do Estudo Geotécnico, no dimensionamento dos órgãos da ETAR, no cálculo do perfil hidráulico, na definição de formas (plantas e cortes) dos órgãos, na elaboração da Lista de Equipamentos e do Mapa de Quantidades e, por último, na elaboração da Memória Descritiva e Justificativa do Processo de Tratamento e Equipamentos. O Caso Prático incluído no presente documento é, em larga medida, o corolário do processo de aprendizagem de que a autora beneficiou no decorrer do Estágio Curricular. Grande parte das tarefas que a autora executou ao longo da elaboração do projeto relacionaram-se com o dimensionamento dos órgãos da ETAR e com os respetivos cálculos hidráulicos. Os conhecimentos teórico-práticos desta forma adquiridos foram reunidos num conjunto de ferramentas, maioritariamente folhas de cálculo, que se verificou serem úteis nos processos de dimensionamento e de teste de soluções alternativas. É parte integrante deste relatório um capítulo no qual é feita uma detalhada apresentação dos conceitos teóricos subjacentes ao Projeto de ETAR. Este capítulo reflete o estudo que a autora teve necessidade de efetuar antes de se sentir capaz de integrar a Equipa de Projeto.