Pile Caps
Mostrando 13-16 de 16 artigos, teses e dissertações.
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13. Numerical analysis of cap supported on ten piles: calculus of pilesreaction / Análise numérica de blocos sobre dez estacas: cálculo das reações de apoio
Piles caps are structural elements used to transfer actions of the superstructure to a group of piles. They are found in infrastructures of bridges and buildings. The knowledge of its real structural behavior presents fundamental importance, once piles caps are structural elements that guarantee the safety of all the structure. There is no consensus yet betw
Publicado em: 2007
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14. Análise numérica e experimental de blocos de concreto armado sobre duas estacas submetidos à ação de força centrada e excêntrica / Numerical and experimental analysis of two pile caps submitted to the action of a load centered and eccentric
A pesquisa teve como objetivo analisar e discutir o comportamento de blocos de concreto armado sobre duas estacas submetidos à ação de força centrada e excêntrica. Desenvolveu-se uma análise numérica tridimensional não-linear de blocos de concreto armado sobre duas estacas. A análise numérica levou em consideração a fissuração do concreto e a i
Publicado em: 2006
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15. Analysis of the structural behavior of a group of buildings built with resistant masonry submitted to the action of settlements / AnÃlise do comportamento estrutural de um conjunto de edifÃcios construÃdos com alvenaria resistente submetidos à aÃÃo de recalques
In the Metropolitan Area of Recife, there are about six thousand buildings with up to four storeys, made from resistant masonry. Approximately ten buildings of this type collapsed and serious pathological manifestations were verified in tens of others. In some of them there were fatal victims, as in the cases of Ãricka and Part B of Enseada of Serrambi buil
Publicado em: 2006
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16. Analysis of reinforced concrete pile-caps behaviour subjected to center top surfaces loading / Análise do comportamento de blocos de concreto armado sobre estacas submetidos à ação de força centrada
This work describes the behavior of rigid reinforced concrete pile-caps with one, two, three, four and five piles subjected to patches of loading on the center top surfaces of the column. Programs based on finite elements method were used to obtain numerical results and results obtained by means of analytic models were used. A comparative analysis was develo
Publicado em: 2004