Estudo da modelagem de radier rígido em concreto armado na análise da interação solo-estrutura
This paper presents an overview of the designing methods for rigid mat foundations, along with some essential concepts for them, such as the settlements estimation, soilstructure interaction, and best-known methods for modeling mat foundations. A Mat foundation on elastic base has been designed with...
| Autor principal: | Cibulski Junior, Osvair Luis |
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| Formato: | Trabalho de Conclusão de Curso (Graduação) |
| Idioma: | Português |
| Publicado em: |
Universidade Tecnológica Federal do Paraná
2020
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| Assuntos: | |
| Acesso em linha: |
http://repositorio.utfpr.edu.br/jspui/handle/1/14495 |
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| Resumo: |
This paper presents an overview of the designing methods for rigid mat foundations, along with some essential concepts for them, such as the settlements estimation, soilstructure interaction, and best-known methods for modeling mat foundations. A Mat foundation on elastic base has been designed with the aid of SAP 2000 software in order to obtain the internal stresses of the structure of a 2 (two) story building. The main object of study is the soil-structure interaction, considering soil as a linear elastic half-space, and it used a non-rigid discretization method, more specifically Winkler’s hypothesis, which considers the soil as a bed of springs distributed uniformly. The criteria for obtaining the coefficient of subgrade reaction are presented throughout the work in a specific chapter. As a result, it was possible to realize the importance of soilstructure interaction analysis to approximate the analytical model with the actual behavior of the structure. |
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