18 resultados para Structural engineering -- Earthquake effects

em Repositório Científico do Instituto Politécnico de Lisboa - Portugal


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O presente trabalho, refere-se ao projecto de estabilidade, em betão armado e pré-esforçado, da Escola Superior de Enfermagem Artur Ravara, situada na zona da EXPO em Lisboa. O edifício apresenta-se com uma implantação em “L”, tendo como dimensões máximas 38,50m x 54,80m e desenvolve-se em altura por quatro pisos, dos quais, dois são enterrados. A estrutura do edifício em causa, apresenta duas juntas de dilatação, por forma a tornar desprezáveis os efeitos devidos à retracção e diminuição de temperatura, dividindo o edifício em três blocos. As suas fundações são indirectas, constituídas por estacas moldadas no terreno e respectivos maciços de encabeçamento. As lajes são fungiformes aligeiradas de moldes perdidos, de modo a permitir vencer maiores vãos, que variam entre os 6,60m e os 10,00m, e permitindo também maior rapidez de execução e maior economia. As consolas de 3,50m de vão, em laje maciça, são suportadas por vigas pré-esforçadas de secção variável. Para o cálculo automático da estrutura e da obtenção dos respectivos desenhos das armaduras, foi utilizado o programa de cálculo automático, Tricalc 7.1. O conteúdo do projecto em questão, sendo de carácter académico, não corresponde à versão real, à qual não se teve acesso. O dimensionamento das fundações, devido à fraca resistência dos solos e o dimensionamento da estrutura, devido à geometria e dimensões do edifício, permitiram enfrentar desafios interessantes. Tais desafios, deram possibilidade de enriquecer bastante os conhecimentos sobre a engenharia de estruturas.

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Trabalho de Projecto para obtenção do grau de Mestre em Engenharia Civil Perfil Estruturas

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Trabalho de Projeto para obtenção do grau de Mestre em Engenharia Civil Estruturas

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Trabalho de Projeto para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Estruturas

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Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil

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The acetohydroxamic acid synthesis reaction was studied using whole cells, cell-free extract and purified amidase from the strains of Pseudomonas aeruginosa L10 and A13 entrapped in a reverse micelles system composed of cationic surfactant tetradecyltrimethyl ammonium bromide. The specific activity of amidase, yield of synthesis and storage stability were determined for the reversed micellar system as well as for free amidase in conventional buffer medium. The results have revealed that amidase solutions in the reverse micelles system exhibited a substantial increase in specific activity, yield of synthesis and storage stability. In fact, whole cells from P. aeruginosa L10 and AI3 in reverse micellar medium revealed an increase in specific activity of 9.3- and 13.9-fold, respectively, relatively to the buffer medium. Yields of approximately 92% and 66% of acetohydroxamic acid synthesis were obtained for encapsulated cell free extract from P. aeruginosa L10 and A13, respectively. On the other hand, the half-life values obtained for the amidase solutions encapsulated in reverse micelles were overall higher than that obtained for the free amidase solution in buffer medium. Half-life values obtained for encapsulated purified amidase from P. aeruginosa strain L10 and encapsulated cell-free extract from P. aeruginosa strain AI3 were of 17.0 and 26.0 days, respectively. As far as the different sources biocatalyst are concerned, the data presented in this work has revealed that the best results, in both storage stability and biocatalytic efficiency, were obtained when encapsulated cell-free extract from P. aeruginosa strain AI3 at 14/0 of 10 were used. Conformational changes occurring upon encapsulation of both strains enzymes in reverse micelles of TAB in heptane/octanol were additionally identified by FTIR spectroscopy which clarified the biocatalysts performances.

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Este Trabalho refere-se ao Projecto de Execução de Fundações e Estruturas de uma Ponte Rodoviária em betão armado pré-esforçado, realizado no âmbito do Trabalho Final de Mestrado em Engenharia Civil – Especialização em Estruturas, do Instituto Superior de Engenharia de Lisboa. O Projecto de Execução é composto de Peças Escritas e Peças Desenhadas. Nas Peças Escritas estão incluídos: Memória Justificativa e Descritiva; Cálculos Justificativos e Anexos. A ponte é composta por dois tabuleiros paralelos com 10,28m de largura cada um e afastados entre si de 0,10m. A obra é constituída de 8 tramos; os tramos correntes com 31m de comprimento e os tramos extremos com 25 e 20m de comprimento, perfazendo um comprimento total de 231m. A obra foi parcialmente isolada dos sismos pela introdução, em todos os pilares, de aparelhos de apoio de elevado amortecimento sísmico do tipo HDRB (High Damping Rubber Bearings). Encontram-se particularmente discriminadas e detalhadas neste projecto as seguintes situações: - Cálculo do Pré-esforço e respectivas perdas; - Acção das sobrecargas rodoviárias; - Diferença de comportamento da obra na entrada em serviço e no longo prazo; - Análise sísmica e do isolamento sísmico; - Estudo dos efeitos diferidos: retracção e fluência. Tendo as abordagens de cálculo e as verificações de segurança seguido a regulamentação nacional em vigor, nomeadamente RSA e REBAP, foi no entanto feita uma aproximação às regras do “Capacity Design” previstas no EC8, em que se privilegia a actuação do projectista sobre o comportamento da estrutura, procurando uma resposta não linear da mesma, visando garantir que: - A rotura não ocorrerá nos elementos de fundação; - Nos pilares a dissipação de energia se faz através de rótulas plásticas, evitando-se roturas associadas a esforços transversos. A aplicação destas regras neste Projecto demonstrou haver um agravamento substancial na definição dos esforços a que devem resistir alguns dos componentes da estrutura, designadamente os pilares e as fundações, originando soluções de secções de betão e armaduras bem mais exigentes do que aqueles que resultariam da simples verificação de segurança, pela comparação entre esforços actuante e esforços resistentes “secção a secção”, imposta pela actual regulamentação nacional.

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Knowledge on forced magma injection and magma flow in dykes is crucial for the understanding of how magmas migrate through the crust to the Earth's surface. Because many questions still persist, we used the long, thick, and deep-seated Foum Zguid dyke (Morocco) to investigate dyke emplacement and internal flow by means of magnetic methods, structural analysis, petrography, and scanning electron microscopy. We also investigated how the host rocks accommodated the intrusion. Regarding internal flow: 1. Important variations of the rock magnetic properties and magnetic fabric occur with distance from dyke wall; 2. anisotropy of anhysteretic remanent magnetization reveals that anisotropy of magnetic susceptibility (AMS) results mainly from the superposition of subfabrics with distinct coercivities and that the imbrication between magnetic foliation and dyke plane is more reliable to deduce flow than the orientation of the AMS maximum principal axis; and 3. a dominant upward flow near the margins can be inferred. The magnetic fabric closest to the dyke wall likely records magma flow best due to fast cooling, whereas in the core the magnetic properties have been affected by high-temperature exsolution and metasomatic effects due to slow cooling. Regarding dyke emplacement, this study shows that the thick forceful intrusion induced deformation by homogeneous flattening and/or folding of the host sedimentary strata. Dewatering related to heat, as recorded by thick quartz veins bordering the dyke in some localities, may have also helped accommodating dyke intrusion. The spatial arrangement of quartz veins and their geometrical relationship with the dyke indicate a preintrusive to synintrusive sinistral component of strike slip.

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The scaling exponent of 1.6 between anomalous Hall and longitudinal conductivity, characteristic of the universal Hall mechanism in dirty-metal ferromagnets, emerges from a series of CrO2 films as we systematically increase structural disorder. Magnetic disorder in CrO2 increases with temperature and this drives a separate topological Hall mechanism. We find that these terms are controlled discretely by structural and magnetic defect populations, and their coexistence leads to apparent divergence from exponent 1.6, suggesting that the universal term is more prevalent than previously realized.

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The application of a-SiC:H/a-Si:H pinpin photodiodes for optoelectronic applications as a WDM demultiplexer device has been demonstrated useful in optical communications that use the WDM technique to encode multiple signals in the visible light range. This is required in short range optical communication applications, where for costs reasons the link is provided by Plastic Optical Fibers. Characterization of these devices has shown the presence of large photocapacitive effects. By superimposing background illumination to the pulsed channel the device behaves as a filter, producing signal attenuation, or as an amplifier, producing signal gain, depending on the channel/background wavelength combination. We present here results, obtained by numerical simulations, about the internal electric configuration of a-SiC:H/a-Si:H pinpin photodiode. These results address the explanation of the device functioning in the frequency domain to a wavelength tunable photo-capacitance due to the accumulation of space charge localized at the bottom diode that, according to the Shockley-Read-Hall model, it is mainly due to defect trapping. Experimental result about measurement of the photodiode capacitance under different conditions of illumination and applied bias will be also presented. The combination of these analyses permits the description of a wavelength controlled photo-capacitance that combined with the series and parallel resistance of the diodes may result in the explicit definition of cut off frequencies for frequency capacitive filters activated by the light background or an oscillatory resonance of photogenerated carriers between the two diodes. (C) 2013 Elsevier B.V. All rights reserved.

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The aim of the present study was to test a hypothetical model to examine if dispositional optimism exerts a moderating or a mediating effect between personality traits and quality of life, in Portuguese patients with chronic diseases. A sample of 540 patients was recruited from central hospitals in various districts of Portugal. All patients completed self-reported questionnaires assessing socio-demographic and clinical variables, personality, dispositional optimism, and quality of life. Structural equation modeling (SEM) was used to analyze the moderating and mediating effects. Results suggest that dispositional optimism exerts a mediator rather than a moderator role between personality traits and quality of life, suggesting that “the expectation that good things will happen” contributes to a better general well-being and better mental functioning.

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Conferência: 2nd Experiment at International Conference (Exp at)- Univ Coimbra, Coimbra, Portugal - Sep 18-20, 2013

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Trabalho de Projeto para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Estruturas

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On 26 January 1531, a strong-magnitude earthquake heavily impacted Lisbon downtown. Immediately after the earthquake, the eyewitnesses reported large waves in the Tagus estuary, mainly north of the city and along the northern bank of the river. Descriptions include large impacts on ships anchored in the estuary and even morphological changes in the riverbed. We present a synthesis of the available information concerning both the earthquake and the water disturbance as a basis for the discussion of the probable tectonic source and the magnitude of the associated river oscillations. We hypothesize that the initial disturbance of the water can be attributed to the coseismic deformation of the estuary riverbed, and we use a nonlinear shallow water model to simulate the tsunami propagation and inundation. We show that the Vila Franca de Xira fault is the most probable source of the 1531 event. The largest inundation effects of the model correlate well with the historical descriptions: the impact is relevant in the inner Tagus estuary, but inundation in downtown Lisbon is small.

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Hierarchical SAPO-11 was synthesized using a commercial Merck carbon as template. Oxidant acid treatments were performed on the carbon matrix in order to investigate its influence on the properties of SAPO-11. Structural, textural and acidic properties of the different materials were evaluated by XRD, SEM, N-2 adsorption, pyridine adsorption followed by IR spectroscopy and thermal analyses. The catalytic behavior of the materials (with 0.5 wt.% Pt, introduced by mechanic mixture with Pt/Al2O3), were studied in the hydroisomerization of n-decane. The hierarchical samples showed higher yields in monobranched isomers than typical microporous SAPO-11, as a direct consequence of the modification on both porosity and acidity, the later one being the most predominant. (C) 2014 Elsevier B.V. All rights reserved.