979 resultados para 090506 Structural Engineering
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J Biol Inorg Chem (2010) 15:409–420 DOI 10.1007/s00775-009-0613-6
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J. Am. Chem. Soc., 2009, 131 (23), pp 7990–7998 DOI: 10.1021/ja809448r
Correlating EPR and X-ray structural analysis of arsenite-inhibited forms of aldehyde oxidoreductase
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J Biol Inorg Chem (2007) 12:353–366 DOI 10.1007/s00775-006-0191-9
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Acc. Chem. Res., 2006, 39 (10), pp 788–796 DOI: 10.1021/ar050104k
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J Biol Inorg Chem (2006) 11: 307–315 DOI 10.1007/s00775-005-0077-2
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Clin Sci (Lond). 2002 Nov;103(5):475-85
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Dissertação para obtenção do Grau de Doutor em Bioquímica, ramo de Biotecnologia
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Dissertação para obtenção do Grau de Doutor em Engenharia Química e Bioquímica
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Dissertação para obtenção do Grau de Doutor em Engenharia Química e Bioquímica
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Dissertação para obtenção do Grau de Doutor em Engenharia Informática
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A Work Project, presented as part of the requirements for the Award of a Masters Degree in Economics from the NOVA – School of Business and Economics
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Dissertação para obtenção do Grau de Doutor em Ciências da Educação
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Dissertação para a obtenção de grau de doutor em Bioquímica pelo Instituto de Tecnologia Química e Biológica. Universidade Nova de Lisboa
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The paper presented herein proposes a reliability-based framework for quantifying the structural robustness considering the occurrence of a major earthquake (mainshock) and subsequent cascading hazard events, such as aftershocks that are triggered by the mainshock. These events can significantly increase the probability of failure of buildings, especially for structures that are damaged during the mainshock. The application of the proposed framework is exemplified through three numerical case studies. The case studies correspond to three SAC steel moment frame buildings of 3-, 9-, and 20- stories, which were designed to pre-Northridge codes and standards. Twodimensional nonlinear finite element models of the buildings are developed using the Open System for Earthquake Engineering Simulation framework (OpenSees), using a finite-length plastic hinge beam model and a bilinear constitutive law with deterioration, and are subjected to multiple mainshock-aftershock seismic sequences. For the three buildings analyzed herein, it is shown that the structural reliability under a single seismic event can be significantly different from that under a sequence of seismic events. The reliability-based robustness indicator used shows that the structural robustness is influenced by the extent by which a structure can distribute damage.
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Dissertação para obtenção do Grau de Mestre em Bioquímica Estrutural e Funcional