975 resultados para Economia do trabalho - Séc. XX
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En este artículo se reflexiona sobre la obsolescencia de la condición de autor de hoy mediante la revisión de los diferentes métodos de licencias públicas y sugiere su adopción como una posible base para la reforma legal en torno al tema, para conciliar la ampliación de la circulación de contenidos y protección de los derechos producción de películas en el nuevo contexto de la economía creativa. A través de la investigación exploratoria, el documento analiza cómo y en qué medida las licencias copyleft y creative commons puede guiar esta reforma. Se considera que las licencias públicas buscan un equilibrio entre el derecho de autor y los preceptos actuales de la sociedad del conocimiento, proporcionando los parámetros más adecuados para la revisión necesaria de ese estatuto.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Crowdfunding is a collective financing tool that has gained notoriety in recent years. Among its qualities, it allows founders easy access to data from previous projects, which tends to reduce the information asymmetry and thereby provide greater certainty for project. As this is a mechanism that, in a way, breaks the paradigm of traditional systems of financing, it is quite relevant in evolutionary economics studies. Other factors that make the common ground between crowdfunding and the evolutionary economics. The goal of this study is to evaluate the crowdfunding's potential in selecting projects properly and being an alternative to traditional sources of financing to entrepreneurs
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Pós-graduação em Geografia - IGCE
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Pós-graduação em Direito - FCHS
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Pós-graduação em Educação Matemática - IGCE
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Pós-graduação em História - FCHS
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In Geotechnical engineering the foundation projects depend on the bearing capacity and the acceptable displacements. One of the possible ways to predict the bearing capacity of foundations is through semi-empirical statistical methods which correlate in-situ tests (SPT and CPT). The piles breaking loads are defined by the interpretation of the load x head displacement curve and the experimental data acquired through the load test. In this work it is studied the behavior of bored piles executed in the Araquari/SC region, comparing the bearing capacity values predicted by the methods DECOURT & QUARESMA MODIFICADO (1996), AOKI & VELLOSO MODIFICADO MONTEIRO (2000), MILITITISKY E ALVES (1985), DECOURT & QUARESMA (1978), MÉTODO DE AOKI & VELLOSO (1975) e PHILOPANNAT (1986), with the results of the load test, evaluating their differences and discussing parameters that have direct effects on the prediction
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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Pós-graduação em Saúde Coletiva - FMB
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Pós-graduação em Educação Matemática - IGCE
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Pós-graduação em História - FCHS
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In Geotechnical engineering the foundation projects depend on the bearing capacity and the acceptable displacements. One of the possible ways to predict the bearing capacity of foundations is through semi-empirical statistical methods which correlate in-situ tests (SPT and CPT). The piles breaking loads are defined by the interpretation of the load x head displacement curve and the experimental data acquired through the load test. In this work it is studied the behavior of bored piles executed in the Araquari/SC region, comparing the bearing capacity values predicted by the methods DECOURT & QUARESMA MODIFICADO (1996), AOKI & VELLOSO MODIFICADO MONTEIRO (2000), MILITITISKY E ALVES (1985), DECOURT & QUARESMA (1978), MÉTODO DE AOKI & VELLOSO (1975) e PHILOPANNAT (1986), with the results of the load test, evaluating their differences and discussing parameters that have direct effects on the prediction
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)