61 resultados para Knowledge Structures
Resumo:
This work describes a methodology to extract symbolic rules from trained neural networks. In our approach, patterns on the network are codified using formulas on a Lukasiewicz logic. For this we take advantage of the fact that every connective in this multi-valued logic can be evaluated by a neuron in an artificial network having, by activation function the identity truncated to zero and one. This fact simplifies symbolic rule extraction and allows the easy injection of formulas into a network architecture. We trained this type of neural network using a back-propagation algorithm based on Levenderg-Marquardt algorithm, where in each learning iteration, we restricted the knowledge dissemination in the network structure. This makes the descriptive power of produced neural networks similar to the descriptive power of Lukasiewicz logic language, minimizing the information loss on the translation between connectionist and symbolic structures. To avoid redundance on the generated network, the method simplifies them in a pruning phase, using the "Optimal Brain Surgeon" algorithm. We tested this method on the task of finding the formula used on the generation of a given truth table. For real data tests, we selected the Mushrooms data set, available on the UCI Machine Learning Repository.
Resumo:
Model updating methods often neglect that in fact all physical structures are damped. Such simplification relies on the structural modelling approach, although it compromises the accuracy of the predictions of the structural dynamic behaviour. In the present work, the authors address the problem of finite element (FE) model updating based on measured frequency response functions (FRFs), considering damping. The proposed procedure is based upon the complex experimental data, which contains information related to the damped FE model parameters and presents the advantage of requiring no prior knowledge about the damping matrix structure or its content, only demanding the definition of the damping type. Numerical simulations are performed in order to establish the applicability of the proposed damped FE model updating technique and its results are discussed in terms of the correlation between the simulated experimental complex FRFs and the ones obtained from the updated FE model.
Resumo:
Develop a new model of Absorptive Capacity taking into account two variables namely Learning and knowledge to explain how companies transform information into knowledge
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Today, information overload and the lack of systems that enable locating employees with the right knowledge or skills are common challenges that large organisations face. This makes knowledge workers to re-invent the wheel and have problems to retrieve information from both internal and external resources. In addition, information is dynamically changing and ownership of data is moving from corporations to the individuals. However, there is a set of web based tools that may cause a major progress in the way people collaborate and share their knowledge. This article aims to analyse the impact of ‘Web 2.0’ on organisational knowledge strategies. A comprehensive literature review was done to present the academic background followed by a review of current ‘Web 2.0’ technologies and assessment of their strengths and weaknesses. As the framework of this study is oriented to business applications, the characteristics of the involved segments and tools were reviewed from an organisational point of view. Moreover, the ‘Enterprise 2.0’ paradigm does not only imply tools but also changes the way people collaborate, the way the work is done (processes) and finally impacts on other technologies. Finally, gaps in the literature in this area are outlined.
Resumo:
A package of B-spline finite strip models is developed for the linear analysis of piezolaminated plates and shells. This package is associated to a global optimization technique in order to enhance the performance of these types of structures, subjected to various types of objective functions and/or constraints, with discrete and continuous design variables. The models considered are based on a higher-order displacement field and one can apply them to the static, free vibration and buckling analyses of laminated adaptive structures with arbitrary lay-ups, loading and boundary conditions. Genetic algorithms, with either binary or floating point encoding of design variables, were considered to find optimal locations of piezoelectric actuators as well as to determine the best voltages applied to them in order to obtain a desired structure shape. These models provide an overall economy of computing effort for static and vibration problems.
Resumo:
O presente relatório de estágio apresenta-se como Trabalho Final de Mestrado, realizado no âmbito do Mestrado em Engenharia Civil, do Instituto Superior de Engenharia de Lisboa e tem como objectivo apresentar as actividades desenvolvidas durante o mesmo. O estágio de 4 meses de duração, iniciado em Março de 2011, foi realizado na empresa FICOPE - Fiscalização, Coordenação e Projectos de Engenharia, Lda., onde o estagiário integrou a equipa de fiscalização para a edificação do Hotel Europa Plaza. A obra situa-se na Av. da República nº93, em Lisboa e o Hotel é constituído por 8 pisos elevados e 4 enterrados. Aquando do início do estágio a sua construção encontrava-se na fase final de estrutura, tendo o estagiário acompanhado também parte da fase inicial de acabamentos e instalações. Durante o estágio, o aluno participou nas diversas actividades de fiscalização, tais como, acompanhamento e controlo de execução, aprovação e verificação de materiais, controlo de custos e planeamento, consultas e contactos entre todos os intervenientes da obra, com o objectivo de resolução de incompatibilidades de projecto e alterações. O estágio permitiu a consolidação dos conhecimentos adquiridos ao longo do percurso académico, através do contacto directo com a obra e seus diversos processos construtivos empregues, assim como, a percepção do funcionamento das diversas entidades envolvidas na execução da obra.
Resumo:
In recent works large area hydrogenated amorphous silicon p-i-n structures with low conductivity doped layers were proposed as single element image sensors. The working principle of this type of sensor is based on the modulation, by the local illumination conditions, of the photocurrent generated by a light beam scanning the active area of the device. In order to evaluate the sensor capabilities is necessary to perform a response time characterization. This work focuses on the transient response of such sensor and on the influence of the carbon contents of the doped layers. In order to evaluate the response time a set of devices with different percentage of carbon incorporation in the doped layers is analyzed by measuring the scanner-induced photocurrent under different bias conditions.
Resumo:
Topology optimization consists in finding the spatial distribution of a given total volume of material for the resulting structure to have some optimal property, for instance, maximization of structural stiffness or maximization of the fundamental eigenfrequency. In this paper a Genetic Algorithm (GA) employing a representation method based on trees is developed to generate initial feasible individuals that remain feasible upon crossover and mutation and as such do not require any repairing operator to ensure feasibility. Several application examples are studied involving the topology optimization of structures where the objective functions is the maximization of the stiffness and the maximization of the first and the second eigenfrequencies of a plate, all cases having a prescribed material volume constraint.
Resumo:
Este trabalho tem como objectivo a elaboração do projecto de estruturas de um edifício destinado a pavilhão gimnodesportivo, caracterizando as suas diferentes fases de execução, desde a etapa inicial de concepção até à fase final de dimensionamento. Trata-se de um projecto complexo de uma estrutura com elementos estruturais em betão armado e pré-esforçado, e com muros de contenção. Na concepção do edifício foram utilizados os critérios gerais de dimensionamento presentes na regulamentação Europeia (Eurocódigos), uma vez que estes elementos representam o futuro da regulamentação de estruturas em termos Europeus, vindo substituir a nível nacional o “Regulamento de Segurança e Acções para Estruturas de Betão Armado (RSA)” e o “Regulamento para Estruturas de Betão Armado e Pré- Esforçado (REBAP)”. A adopção das normas europeias representam assim um elevado desafio devido ao aumento da complexidade na concepção e dimensionamento de estruturas que estes regulamentos traduzem, principalmente o Eurocódigo 8, que define de um modo mais detalhado e complexo a análise sísmica, relativamente à regulamentação actual em vigor. Devido à elevada complexidade que os projectos de estruturas apresentam, utilizam-se actualmente ferramentas de cálculo automático. No dimensionamento deste edifício foi utilizado um programa tridimensional de elementos finitos para a modelação da estrutura. Pretende-se com a escolha deste projecto e dos métodos de dimensionamento presentes nos Eurocódigos, o desenvolvimento de um trabalho detalhado e correcto, permitindo assim adquirir conhecimentos importantes relativamente às futuras normas, e pôr em prática as competências e os conhecimentos obtidos ao longo curso.
Resumo:
As obras de arte e as demais estruturas, são dimensionadas para um tempo de vida útil em serviço. Com o passar do tempo as estruturas começam a apresentar patologias e assim sendo há que intervir em serviços de manutenção ou, no limite, de recuperação e reforço. Estas intervenções servem para beneficiar ou reforçar as estruturas, com o intuito de evitar acidentes, pois estes, levariam a grandes prejuízos e contratempos, principalmente quando estas obras se situam em meios urbanos. Os problemas patológicos que surgem numa estrutura são ocasionados pela sua antiguidade, por manutenção inadequada ou mesmo ausência de total de manutenção, têm na sua origem o desconhecimento técnico e/ou problemas financeiros. Este trabalho consiste num projecto de beneficiação e reforço de um túnel ferroviário, fazendo uma abordagem das patologias existentes nos vários elementos construtivos e uma apresentação das técnicas de reabilitação e reforço utilizadas.
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Characteristics of tunable wavelength filters based on a-SiC:H multi-layered stacked cells are studied both theoretically and experimentally. Results show that the light-activated photonic device combines the demultiplexing operation with the simultaneous photodetection and self amplification of an optical signal. The sensor is a bias wavelength current-controlled device that make use of changes in the wavelength of the background to control the power delivered to the load, acting a photonic active filter. Its gain depends on the background wavelength that controls the electrical field profile across the device.
Resumo:
Characteristics of tunable wavelength pi'n/pin filters based on a-SiC:H multilayered stacked cells are studied both experimental and theoretically. Results show that the device combines the demultiplexing operation with the simultaneous photodetection and self amplification of the signal. An algorithm to decode the multiplex signal is established. A capacitive active band-pass filter model is presented and supported by an electrical simulation of the state variable filter circuit. Experimental and simulated results show that the device acts as a state variable filter. It combines the properties of active high-pass and low-pass filter sections into a capacitive active band-pass filter using a changing photo capacitance to control the power delivered to the load.
Resumo:
The organotin(IV) compounds [Me2Sn(L)(2)] (1), [Et(2)sn(L)(2)] (2), [(Bu2Sn)-Bu-n(L)(2)] (3), [(n)Oct(2)Sn(L)(2)] (4), [Ph2Sn(L)(2)] (5), and [PhOSnL](6) (6) have been synthesized from the reactions of 1-(4-chlorophenyl)-1-cyclopentanecarboxylic acid (HL) with the corresponding diorganotin(IV) oxide or dichloride. They were characterized by IR and multinuclear NMR spectroscopies, elemental analysis, cyclic voltammetry, and, for 2, 3, 4 and 6, single crystal X-ray diffraction analysis. While 1-5 are mononuclear diorganotin (IV) compounds, the X-ray diffraction of 6 discloses a hexameric drumlike structure with a prismatic Sn6O6 core. All these complexes undergo irreversible reductions and were screened for their in vitro antitumor activities toward HL-60, BGC-823, Bel-7402, and KB human cancer cell lines. Within the mononuclear compounds, the most active ones (3, 5) are easiest to reduce (least cathodic reduction potentials), while the least active ones (1, 4) are the most difficult to reduce. Structural rearrangements (i.e., Sn-O bond cleavages and trans-to-cis isomerization) induced by reduction, which eventually can favor the bioactivity, are disclosed by theoretical/electrochemical studies.
Resumo:
O presente trabalho é o culminar de um percurso académico cheio de aprendizagens que me preencheu por completo. A realização de um projeto de estruturas como trabalho final de mestrado (TFM) foi uma escolha fácil, pois, na minha opinião, permite fazer a transição entre os conceitos adquiridos durante o curso e os métodos utilizados no ambiente não académico. O objetivo do trabalho é realizar o projeto de estruturas e fundações de um edifício destinado a serviços. Foram aplicados os conhecimentos adquiridos ao longo de todo o curso de Engenharia Civil, em especial das Unidades Curriculares de dimensionamento de estruturas. Foi elaborado um modelo da estrutura num programa de cálculo automático: SAP2000. Assim, de acordo com os resultados fornecidos pelo programa e através da consulta dos regulamentos nacionais (REBAP e RSA) e internacionais (Eurocódigos), foi possível dimensionar todos os elementos estruturais. Os diferentes aspetos condicionantes no projeto foram devidamente analisados e discutidos, por forma a encontrar a solução que mais se adequa ao pretendido. Todas as opções tomadas são devidamente justificadas, procurando-se elaborar um trabalho detalhado e, acima de tudo, correto. É importante dizer ainda que, a permanente troca de ideias e conhecimentos entre colegas e, como é óbvio, com o orientador do trabalho, foi muito relevante na realização deste trabalho. Uma parte essencial de um projeto são, sem dúvida, as peças desenhadas. Nesse capítulo tentou-se atingir um nível de detalhe e simplicidade que permita uma interpretação inequívoca dos mesmos.
Resumo:
Functionally graded materials are composite materials wherein the composition of the constituent phases can vary in a smooth continuous way with a gradation which is function of its spatial coordinates. This characteristic proves to be an important issue as it can minimize abrupt variations of the material properties which are usually responsible for localized high values of stresses, and simultaneously providing an effective thermal barrier in specific applications. In the present work, it is studied the static and free vibration behaviour of functionally graded sandwich plate type structures, using B-spline finite strip element models based on different shear deformation theories. The effective properties of functionally graded materials are estimated according to Mori-Tanaka homogenization scheme. These sandwich structures can also consider the existence of outer skins of piezoelectric materials, thus achieving them adaptive characteristics. The performance of the models, are illustrated through a set of test cases. (C) 2012 Elsevier Ltd. All rights reserved.