6 resultados para unidirectional
em Repositório Científico do Instituto Politécnico de Lisboa - Portugal
Resumo:
In this paper is presented a relationship between the synchronization and the topological entropy. We obtain the values for the coupling parameter, in terms of the topological entropy, to achieve synchronization of two unidirectional and bidirectional coupled piecewise linear maps. In addition, we prove a result that relates the synchronizability of two m-modal maps with the synchronizability of two conjugated piecewise linear maps. An application to the unidirectional and bidirectional coupled identical chaotic Duffing equations is given. We discuss the complete synchronization of two identical double-well Duffing oscillators, from the point of view of symbolic dynamics. Working with Poincare cross-sections and the return maps associated, the synchronization of the two oscillators, in terms of the coupling strength, is characterized.
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This paper deals with the coupled effect of temperature and silica fume addition on rheological, mechanical behaviour and porosity of grouts based on CEMI 42.5R, proportioned with a polycarboxylate-based high range water reducer. Preliminary tests were conducted to focus on the grout best able to fill a fibrous network since the goal of this study was to develop an optimized grout able to be injected in a mat of steel fibers for concrete strengthening. The grout composition was developed based on criteria for fresh state and hardened state properties. For a CEMI 42.5R based grout different high range water reducer dosages (0%, 0.2%, 0.4%, 0.5%, 0.7%) and silica fume (SF) dosages (0%, 2%, 4%) were tested (as replacement of cement by mass). Rheological measurements were used to investigate the effect of polycarboxylates (PCEs) and SF dosage on grout properties, particularly its workability loss, as the mix was to be injected in a matrix of steel fibers for concrete jacketing. The workability behaviour was characterized by the rheological parameters yield stress and plastic viscosity (for different grout temperatures and resting times), as well as the procedures of mini slump cone and funnel flow time. Then, further development focused only on the best grout compositions. The cement substitution by 2% of SF exhibited the best overall behaviour and was considered as the most promising compared to the others compositions tested. Concerning the fresh state analysis, a significant workability loss was detected if grout temperature increased above 35 degrees C. Below this temperature the grout presented a self-levelling behaviour and a life time equal to 45 min. In the hardened state, silica fumes increased not only the grout's porosity but also the grout's compressive strength at later ages, since the pozzolanic contribution to the compressive strength does not occur until 28 d and beyond. (C) 2012 Elsevier Ltd. All rights reserved.
Resumo:
Num contexto de mudança a nível de hábitos sociais em que impera a necessidade de comunicar de uma forma mais natural e instantânea quanto possível, o cada vez mais informado e exigente consumidor tem vindo a adquirir um papel mais participativo na comunicação e construção das marcas. Se outrora assistíamos passivamente a uma comunicação unidirecional e desprovida de interactividade, hoje impera a possibilidade de podermos manipular ou construir conteúdos de acordo com as nossas necessidades e preferências individuais. Neste contexto, a comunicação nos novos meios tecnológicos tem procurado responder à dispersão de atenção por parte do consumidor, que se socorre simultaneamente de diversos ecrãs. Porém, no ecrã em que o novo consumidor mais despende o seu tempo, e com o qual ainda se sente mais à vontade, a televisão, a comunicação interactiva ainda se encontra pouca explorada. Para os profissionais de publicidade, e sobretudo para os anunciantes, o conceito de publicidade interactiva, quando inserida no meio televisivo, é deveras recente, carecendo de um maior aprofundamento teórico e empírico. Tendo em vista este aprofundamento, o objectivo geral deste trabalho consiste na caracterização do panorama da publicidade interactiva na televisão em Portugal tendo como termo de comparação o estrangeiro. A dissertação assumiu a forma de um estudo exploratório e misto sequencial, desenvolvido com base na análise de conteúdo de um conjunto de casos nacionais de Publicidade Interactiva na Televisão fornecidos pelo MEO e de casos estrangeiros publicados na Internet. Assentando a análise numa grelha própria, procurou caracterizar-se o panorama actual da Publicidade Interactiva na Televisão nacional tendo como termo de comparação o que se passa lá fora, do ponto de vista dos conteúdos, da partilha destes, da dependência de um second screen e dos objectivos subjacentes aos anúncios. Foi possível concluir com este estudo que, apesar de a Publicidade Interactiva na Televisão se encontrar mais desenvolvida no estrangeiro, em Portugal observaram-se características singulares e positivas, o que aponta que nos encontramos a evoluir a passos largos para alcançar melhores experiências interactivas.
Resumo:
Gravity loads can affect a reinforced concrete structure's response to seismic actions, however, traditional procedures for testing the beam behaviour do not take this effect into consideration. An experimental campaign was carried out in order to assess the influence of the gravity load on RC beam connection to the column subjected to cyclic loading. The experiments included the imposition of a conventional quasi-static test protocol based on the imposition of a reverse cyclic displacement history and of an alternative cyclic test procedure starting from the gravity load effects. The test results are presented, compared and analysed in this paper. The imposition of a cyclic test procedure that included the gravity loads effects on the RC beam ends reproduces the demands on the beams' critical zones more realistically than the traditional procedure. The consideration of the vertical load effects in the test procedure led to an accumulation of negative (hogging) deformation. This phenomenon is sustained with the behaviour of a portal frame system under cyclic loads subject to a significant level of the vertical load, leading to the formation of unidirectional plastic hinges. In addition, the hysteretic behaviour of the RC beam ends tested was simulated numerically using the nonlinear structural analysis software - OpenSees. The beam-column model simulates the global element behaviour very well, as there is a reasonable approximation to the hysteretic loops obtained experimentally. (C) 2013 Elsevier Ltd. All rights reserved.
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Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia de Manutenção
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Mestrado em Controlo de Gestão e dos Negócios