7 resultados para Hans Hollein
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Através da comparação das ideias de três grandes teóricos da política no conturbado contexto da República de Weimar, esta dissertação pretende reconsiderar a crise da legitimidade política na modernidade tardia. Tal crise é concebida tanto em sentido estrito, enquanto crise das democracias liberais perante os efeitos de rápidas mudanças sociais e a emergência da política de massas, como em sentido lato, ou seja, enquanto crise dos alicerces político-intelectuais da era moderna. Nessa medida, veremos como os juízos de Weber, Kelsen e Schmitt não se limitam a veicular veredictos contrastantes sobre a democracia de massas, o parlamentarismo e os partidos políticos, remetendo também para narrativas distintas sobre o destino do homem moderno – narrativas que oscilam entre o optimismo moderado, a ambivalência e a reacção hostil.
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Dissertação apresentada para cumprimento dos requisitos necessários à obtenção do grau de Mestre em Museologia
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Dissertação de Mestrado em Ciência Política e Relações Internacionais, variante de Ciência Política
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Dissertação apresentada para cumprimento dos requisitos necessários à obtenção do grau de Mestre em Ciências da Comunicação
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Dissertation submitted in partial fulfillment of the requirements for the Degree of Master of Science in Geospatial Technologies.
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A Work Project, presented as part of the requirements for the Award of a Masters Degree in Management from the NOVA – School of Business and Economics
Resumo:
The design of anchorage blisters of internal continuity post-tensioning tendons of bridges built by the cantilever method, presents some peculiarities, not only because they are intermediate anchorages but also because these anchorages are located in blisters, so the prestressing force has to be transferred from the blister the bottom slab and web of the girder. The high density of steel reinforcement in anchorage blisters is the most common reason for problems with concrete cast in situ, resulting in zones with low concrete compacity, leading to concrete crushing failures under the anchor plates. A solution may involve improving the concrete compression and tensile strength. To meet these requirements a high-performance fibre reinforced self-compacting mix- ture (HPFRC) was used in anchorage corner blisters of post-tensioning tendons, reducing the concrete cross-section and decreasing the reinforcement needed. To assess the ultimate capacity and the adequate serviceability of the local anchorage zone after reducing the minimum concrete cross-section and the confining reinforcement, specified by the anchorage device supplier for the particular tendon, load transfer tests were performed. To investigate the behaviour of anchorage blisters regarding the transmission of stresses to the web and the bottom slab of the girder, and the feasibility of using high performance concrete only in the blister, two half scale models of the inferior corner of a box girder existing bridge were studied: a reference specimen of ordinary reinforced concrete and a HPFRC blister specimen. The design of the reinforcement was based in the tensile forces obtained on strut-and-tie models. An experimental program was carried out to assess the models used in design and to study the feasibility of using high performance concrete only in the blister, either with casting in situ, or with precast solutions. A non-linear finite element analysis of the tested specimens was also performed and the results compared.