Modelagem Computacional de Ligações Semi-Rígidas e sua Influência na Resposta Dinâmica Não-Linear de Pórticos de Aço

• Autor(a) principal: Castro, Rafael Alves de
• Data de Publicação: 2006
• Tipo de documento: Dissertação
• Idioma: por
• Título da fonte: Biblioteca Digital de Teses e Dissertações da UERJ
• Texto Completo: http://www.bdtd.uerj.br/handle/1/11525
• topic: Dynamic Analysis; Steel Structures; Semi-Rigid Joints; Steel Frames Computational Model; Análise Dinâmica, Estruturas de Aço, Ligações Semi-Rígidas, Pórticos de Aço, Modelagem Computacional.; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL

The scientific community has realized that one of the most relevant stages in the design of steel and composite structures concerns to an accurate evaluation about the structural models that represent the actual behaviour of the beam-to-column connections. This issue has been the subject of many studies over the last decade. In the current design of steel structures, most of the beam-to-column connections are represented by pinned or rigid models. However, in most of the current cases, the connections have an intermediate behaviour between these two cases. Another important issue about the correct evaluation of the dynamic response of steel structures it s about the consideration of the effects of the joints, especially of the semi-rigid joints, since most of the studies consider only a static analysis of the models. Therefore, this dissertation has proposed the use of a mechanical model of rotational springs with a nonlinear behaviour, objectifying a proper simulation of the beam-to-column effects in steel frames. The numeric results were obtained along the present study, and calibrated based on many computer models available on the literature. On the sequence, a large parametric analysis is developed, including all the effects mentioned before, objectifying evaluate more precisely the dynamic response of the steel frames (displacements and forces), based on the static and dynamic response of a four storey edifice.