963 resultados para Cosmology connection


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This paper studies how shocks in the prices of Food, Energy and Financial Assets affect private consumption using a VAR Model. Then, the total effects are broken into direct and indirect effects, using the coefficients taken from the previous model. We use quarterly data for the Portuguese economy from the last 20 years. We found that energy prices and financial assets have a strong connection with consumption, suggesting that the economy may be too exposed to shocks in these markets.

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The paper will address George Kubler’s Portuguese Plain Architecture [PPA] (1972) and its effect in Portuguese architectural practice. Kubler’s philosophy of art history implied that closed sequences of objects could be opened by several reasons. Thus, it will be argued that there is an effect upon Portuguese architecture post 1974, that is apparent by the reemergence of some of the form classes treated by Kubler. This was mostly achieved through the popularity of Kubler’s book within architectural practice, scholarship and moreover by the establishment of the term “Plain Architecture” in portuguese architectural vocabulary. Plain Architecture of the seventeenth and eighteenth centuries shared some qualities with the architecture to be built in post‑revolutionary Portugal, most importantly the effect that could be achieved with low budget buildings that were responding to a situation of crisis, and simultaneously exhaled aristocratic sparsity. The connection of PPA with the ideological attributes of early modernism and the political context of the time catalysed the reemergence of a new order of Portuguese Plain that resonates still in contemporary architecture.

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As potencialidades da plataforma continental estendida são enormes e variadas, desde as que podem ser obtidas através de sectores tradicionais – como portos e marinas ou turismo náutico – até as que advirão de novos sectores como a exploração dos fundos do mar ou a energia das ondas, entre outras. Com efeito, devido ao alargamento resultante das negociações nas Nações Unidas, é praticamente garantido que Portugal passe a controlar um espaço marítimo, acrescido de 2.1 milhões de km2, isto é, vinte vezes a extensão da sua superfície terrestre. A maritimidade de Portugal constitui um traço profundamente marcado na sua história, bem como nas suas tradicionais práticas económicas, sociais e simbólicas. Na verdade, os últimos anos testemunharam a criação de um amplo consenso quanto ao papel determinante que o desenvolvimento costeiro, a superfície e o comprimento dos limites do “Mar Português” terá no futuro do país. Da articulação entre o Território Nacional, o Oceano Atlântico e o Continente Europeu, associada à confluência das vias de comunicação marítimas que ligam a Europa à América do Norte e do Sul configurar-e-ão os aspectos essenciais do designado “Espaço Estratégico de Interesse Nacional Permanente”. A área geográfica prioritária para o desenvolvimento das acções militares de Defesa Nacional e dos interesses vitais permanentes inclui assim – para além do Território Nacional – o Espaço Interterritorial, o Mar Territorial (MT), o espaço aéreo sob responsabilidade nacional e a Zona Económica Exclusiva (ZEE). O País é titular de soberania no território continental e nos arquipélagos da Madeira dos Açores, para além de estar comprometido com alguns Estados da CPLP, que têm no Atlântico Sul uma importante e poderosa presença. Pela geografia e pela definição dos interesses dos Estados e dos grandes espaços em que estão incluídos, Portugal está na articulação da segurança do Atlântico Norte com a segurança do Atlântico Sul. Esta realidade acarreta novos desafios para a Defesa Nacional, assumindo como preocupações acrescidas o terrorismo, o tráfico e a pirataria marítimas, entre outras.

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The following report aims to present the internship developed under the Master in Legal Sciences Business in the Legal Affairs management of Caixa Geral de Depósitos S.A. Activities were developed in the field of Banking Law, focusing on the Special Revitalization Process. The aim of these activities was to promote the construction of a study that, apart from its doctrinal and jurisprudential research, also excels in the practical adequacy of the regime lectured. The revitalizing effectiveness of the Special Revitalization Process is erected in the Article 17-E, nº 1, which establishes a series of procedural – stand still effects - which aim to allow the debtor "breathing space", ie, a period during which creditors are prevented from setting up "actions for debt collection" against him, suspending the pending actions with identical purposes. Therefore, this report essentially studies these effects, considering "actions in debt collection" executive actions that are intended to recover a debt of any kind, including anticipatory precautionary procedures of an action of this nature. In addition, it is necessary to set boundaries temporally and subjectively to the standstill period, understanding that this period should be extended beyond the legally established period, in order to preserve the ratio of the process, concretely, until the recovery plan effects. In turn, we understand that the standstill effects only apply to the established material in connection with the debtor, remaining the rights of creditors unaffected over the ones of the guarantors and debtors.

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A tese que de seguida se esboça assenta sobre uma inquietação fundamental: o facto de cada um dar por si atirado na vida, de, quando cada um dá por si, dar por si a ser vida, etc. Acontece que, logo que se tenta focar mais precisamente de que é de que se trata quando se trata da “vida”, nota-se que esse fenómeno tem habitualmente a forma de um acontecimento anónimo: não se sabe bem a que é que corresponde, que conteúdos tem, que estruturas fundamentais a suportam, etc. Isto é: somos levados pela vida (passamos pela vida, atravessamo-la, estamos expostos a ela, etc.) sem saber exactamente a que é que estamos expostos, o que é que nos leva, sobre que pilares assenta a nossa vivência e a nossa compreensão dela, etc. A tese que se segue não tem a pretensão de deixar definitivamente respondidas estas perguntas; tudo o que faz, na verdade, é meramente proceder a um breve levantamento ou a um registo de algumas das estruturas fundamentais da vida a partir do ângulo da experiência da vida. E, como se espera deixar claro, procurar a resposta a partir do ângulo da experiência (do ângulo da experiência da vida) não é algo acidental ou fortuito. O que se procurará apurar é se não haverá tais laços de afinidade entre “vida” e “experiência” que todas as operações próprias da experiência têm lugar numa vinculação e estão subordinadas às estruturas fundamentais da vida (estruturas que ultrapassam o âmbito da “experiência”) e que, assim também, a vida tenha, de raiz, no modo como nela somos levados e conduzidos, a estrutura ou a forma da “experiência”.

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The object of this dissertation is to study the law of nationality in two countries: Portugal and Brazil. For this, it is necessary to think back on the traditional criteria for granting nationality, jus soli and jus sanguinis, and the nature of the applicability of the same rights in both countries. The ultimate goal involves the connection between these two points, making a comparison between both legal systems, as well as an analysis of the interests underlying these standards, applying the relationships between these interests and their own rules, in an attempt to understand the problems raise these laws.

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Globalization brought some deep changes to the world (dis)order. Nowadays, more than in other moment in history, we are closer to the ones physically far, living in “global village” called by Marshall McLuhan (1962). The concepts and premises built in this new order, have totally broken with the ones that “came out from Westphalia”, which had last to the end of the cold war, like, for example, the concept of security. Since then, security has been facing one of its biggest transformations ever, completely disrupting the state border based idea and starting to be extended to other domains, as human, economic, environmental and IT security, among others. In this global and interdependent environment, “new” threats and risks have raised, which are demanding a comprehensive approach from the States, international organizations and other actors, to allow the analysis and understanding its impacts on the various society sectors and orders. Inside the enormous challenges to the global security, it is important to regard the organized crime, which covers, by itself, a set of threats and risks, enhanced by its connection to other types of criminality, such as terrorism. The goals pursued and the tactics used by criminal organizations during the perpetration of illegal activities, specially the drug smuggling, have impact in an wide spectrum of the social, economic financial and politic dimensions, which should not be underestimated, otherwise our own security may be compromised. Therefore, the current investigation intends to be an important catalyst to the idea debate inside security scope, through the analysis of the organized crime and the drug smuggling, adding to a discussion of this issue, which should be deeper and holistic, aiming a better understanding of the challenges provided by our society.

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Relatório de estágio de mestrado em Ensino de Música

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Programa Doutoral em Engenharia Têxtil.

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Relatório de estágio de mestrado em Educação Pré-Escolar

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Dissertação de mestrado em Ensino de Biologia e Geologia no 3º Ciclo do Ensino Básico e no Ensino Secundário

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Five full-scale timber floors were tested in order to analyse the in-plane behaviour of these structural systems. The main objective was an assessment of the effectiveness of in-plane strengthening using cross-laminated timber (CLT). To this end, one unstrengthened specimen (original), one specimen strengthened with a second layer of floorboards, two specimens strengthened with three CLT panels, and one specimen strengthened with two CLT panels, were tested. A numerical analysis was then performed in order to analyse the composite behaviour of the timber floors in more detail. Due to its importance as regards composite behaviour, the first phase of the experimental programme was composed of push-out tests on specimens representing the shear connection between the timber beams and the CLT panels. This paper describes the tests performed and the numerical modelling applied to evaluate the composite behaviour of the strengthened timber floors. The use of CLT panels is revealed to be an effective way to increase the in-plane stiffness of timber floors, through which the behaviour of the composite structure can be significantly changed, depending on the connection applied, or modified as required.

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The authors thank the federal agency CAPES and the Foundation for Research Support of the state of Sao Paulo, Brazil (FAPESP) for providing a PhD scholarship, and the University of Minho, in Portugal, for the international collaboration.

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Hybrid Composite Plate (HCP) is a reliable recently proposed retrofitting solution for concrete structures, which is composed of a strain hardening cementitious composite (SHCC) plate reinforced with Carbon Fibre Reinforced Polymer (CFRP). This system benefits from the synergetic advantages of these two composites, namely the high ductility of SHCC and the high tensile strength of CFRPs. In the materialstructural of HCP, the ultra-ductile SHCC plate acts as a suitable medium for stress transfer between CFRP laminates (bonded into the pre-sawn grooves executed on the SHCC plate) and the concrete substrate by means of a connection system made by either chemical anchors, adhesive, or a combination thereof. In comparison with traditional applications of FRP systems, HCP is a retrofitting solution that (i) is less susceptible to the detrimental effect of the lack of strength and soundness of the concrete cover in the strengthening effectiveness; (ii) assures higher durability for the strengthened elements and higher protection to the FRP component in terms of high temperatures and vandalism; and (iii) delays, or even, prevents detachment of concrete substrate. This paper describes the experimental program carried out, and presents and discusses the relevant results obtained on the assessment of the performance of HCP strengthened reinforced concrete (RC) beams subjected to flexural loading. Moreover, an analytical approach to estimate the ultimate flexural capacity of these beams is presented, which was complemented with a numerical strategy for predicting their load-deflection behaviour. By attaching HCP to the beams’ soffit, a significant increase in the flexural capacity at service, at yield initiation of the tension steel bars and at failure of the beams can be achieved, while satisfactory deflection ductility is assured and a high tensile capacity of the CFRP laminates is mobilized. Both analytical and numerical approaches have predicted with satisfactory agreement, the load-deflection response of the reference beam and the strengthened ones tested experimentally.

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Timber connections represent the crucial part of a timber structure and a great variability exists in terms of types of connections and mechanisms. Taking as case study the widespread traditional timber frame structures, in particular the Portuguese Pombalino buildings, one of the most common timber connection is the half-lap joint. Connections play a major role in the overall behaviour of a structure, particularly when assessing their seismic response, since damage is concentrated at the connections. For this reason, an experimental campaign was designed and distinct types of tests were carried out on traditional half-lap joints to assess their in-plane response. In particular, pull-out and in-plane cyclic tests were carried out on real scale unreinforced connections. Subsequently, the connections were retrofitted, using strengthening techniques such as self-tapping screws, steel plates and GFRP sheets. The tests chosen were meant to capture the hysteretic behaviour and dissipative capacity of the connections and characterise their response and, therefore, their influence on the seismic response of timber frame walls, particularly concerning their uplifting and rotation capacity, that could lead to rocking in the walls. In this paper, the results of the experimental campaign are presented in terms of hysteretic curves, dissipated energy and equivalent viscous damping ratio. Moreover, recommendations are provided on the most appropriate retrofitting solutions.