917 resultados para Synesius, of Cyrene, Bishop of Ptolemais.


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Pr.

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Inaug.--Diss.--Halle-Wittenberg.

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Mode of access: Internet.

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Pós-graduação em História - FCHS

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In the years since Nicolas Bourriaud’s Relational Aesthetics (1998) was published, a plethora of books (Shannon Jackson’s Social Works: Performing Art, Supporting Publics [2011], Nato Thompson’s Living as Form: Socially Engaged Art from 1991–2011 [2011], Grant Kester’s Conversation Pieces: Community and Communication in Modern Art [2004], Pablo Helguera’s Education for Socially Engaged Art: A Material and Techniques Handbook [2011]), conferences and articles have surfaced creating a rich and textured discourse that has responded to, critiqued and reconfigured the proposed social utopias of Bourriaud’s aesthetics. As a touchstone for this emerging discourse, Relational Aesthetics outlines in a contemporary context the plethora of social and process-based art forms that took as their medium the ‘social’. It is, however, Clare Bishop’s book Artificial Hells: Participatory Art and the Politics of Spectatorship (Verso), that offers a deeper art historical and theoretically considered rendering of this growing and complicated form of art, and forms a central body of work in this broad constellation of writings about participatory art, or social practice art/socially engaged art (SEA), as it is now commonly known...

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The stability of slopes is a major problem in geotechnical engineering. Of the methods available for the analysis of soil slopes such as limit equilibrium methods, limit analysis and numerical methods such as FEM and FDM, limit equilibrium methods are popular and generally used, owing to their simplicity in formulation and in evaluating the overall factor of safety of slope. However limit equilibrium methods possess certain disadvantages. They do not consider whether the slope is an embankment or natural slope or an excavation and ignore the effect of incremental construction, initial stress, stress strain behavior etc. In the work reported in this paper, a comparative study of actual state of stress and actual factor of safety and Bishop's factor of safety is performed. The actual factor of safety is obtained by consideration of contours of mobilised shear strains. Using Bishop's method of slices, the critical slip surfaces of a number of soil slopes with different geometries are determined and both the factors of safety are obtained. The actual normal stresses and shear stresses are determined from finite difference formulation using FLAG (Fast Lagrangian Analysis of Continuaa) with Mohr-Coulomb model. The comparative study is performed in terms of parameter lambda(c phi) (= gamma H tan phi/c). I is shown that actual factor of safety is higher than Bishop's factor of safety depending on slope angle and lambda(c phi).

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http://www.archive.org/details/hindrancestothew00unknuoft

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http://www.archive.org/details/anheroicbishopli00stocuoft