Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento.

• Autor(a) principal: Morais, Vinícius Calazans
• Data de Publicação: 2014
• 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/1/11583
• topic: Civil Engineering; Slender steel-concrete composite buildings; Non-linear analysis; Structural behavior; Engenharia Civil; Edifícios esbeltos; Análise não linear; Comportamento estrutural; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL

Technological advances of material sciences and construction processes, combined with a favorable economic scenario, have brought a substantial growth into the construction of multi-storey buildings around the world. These buildings have been constructed with increasingly daring structures and with greater slenderness, and have become true works of art. However, the compatibility between the requirements of architecture and the necessary conditions for stability is essential and it requires a substantial amount of theoretical knowledge from the civil engineers related to structural design and construction processes. Therefore, this research work aims to investigate the structural behaviour of a 20 story (steel-concrete) composite building, when submitted to the non-deterministic wind dynamic actions. In the building s interior core three types of bracings are presented and analysed. Similary, in the development of the computational model, usual mesh refinement techniques are presented in finite element method simulations, and implemented in the Ansys program. The investigated structural model non-deterministic dynamic response, in terms of displacements and peak accelerations, is obtained and then compared to the limiting values proposed by several authors and design standards.