Detalhes bibliográficos
Ano de defesa: |
2008 |
Autor(a) principal: |
Miranda, Lucas Rodrigo |
Orientador(a): |
Carvalho, Roberto Chust
 |
Banca de defesa: |
Não Informado pela instituição |
Tipo de documento: |
Dissertação
|
Tipo de acesso: |
Acesso aberto |
Idioma: |
por |
Instituição de defesa: |
Universidade Federal de São Carlos
|
Programa de Pós-Graduação: |
Programa de Pós-Graduação em Engenharia Civil - PPGECiv
|
Departamento: |
Não Informado pela instituição
|
País: |
BR
|
Palavras-chave em Português: |
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Palavras-chave em Inglês: |
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Área do conhecimento CNPq: |
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Link de acesso: |
https://repositorio.ufscar.br/handle/20.500.14289/4632
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Resumo: |
Even the small buildinging column may have a buckled. It s denoted the difficulty to design and detail this type of element. So this work intends make a description and application of a several simplified process of presizing and column s design. The stability building procedures of the parameters a e γz are analyzed are applied to this kind of structure. Also it s detailing how the wind forces are important in the internal forces and how to consider it in the column s design. The reinforced and the wind force are calculate by using a free program obtains at the internet. Several examples are made considering a characteristic building with one, two, tree and four pavements showing how to analize the stability, the presizing and column s design and showing too the final results. All this samples are solved and compared with a professional program and the it show that all results are too close. Finally a lot of commentary how to design the columns are made to aided engineers to make a good column s design for small and medium buildinging. |