Estudo do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação não determinística do vento.

• Autor(a) principal: Silva Filho, Genival da
• Data de Publicação: 2012
• 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/1/11576
• topic: Civil Engineering; Steel-concrete composite buildings; Non-deterministic analysis; Structural behaviour; Engenharia Civil; Edifícios mistos (aço-concreto); Análise dinâmica não determinística; Comportamento estrutural; Não linearidade geométrica; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL

Considering the favourable economic scenario and technological advances of material sciences and construction processes, in the last thirty years, the Brazilian cities have presented a substantial growth, with respect to construction of residential and commercial multi-storey buildings. Nowadays, these buildings present greater slenderness and have been constructed with more challenging structures that encompass the experience and knowledge of structural designers by using newly developed materials and technologies boosted by the ever-growing investigations on this field. As the structural designer main objective is related to produce increasingly lighter structures its conception requires a substantial amount of theoretical knowledge associated to structural design and construction processes, in order to make compatible the requirements of architecture with the necessary conditions for stability. This way, this research work aims to investigate the static and dynamic structural behaviour of a 20 story steel-concrete composite building, when submitted to the non-deterministic wind dynamic actions. The developed computational model adopted the usual mesh refinement techniques present in finite element method simulations implemented in the ANSYS program. The present study has considered the results of a geometric nonlinear analysis for serviceability limit states. The investigated structural model non-deterministic dynamic response, in terms of displacements and peak accelerations, was obtained and compared to the limiting values proposed by several authors and design standards.