Predimensionado óptimo de secciones mixtas de hormigón y acero: criterios del eurocódigo 4
[EN] The analysis of composite steel-concrete beams requires to set, previously, the dimensions of each part of the beam for proceeding after that to adjuste them by an iterative process up to reach a reasonable approximation; the initial definition of that kind of sections is not easy because are i...
| Autores: | , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2001 |
| País: | España |
| Institución: | Universitat Politècnica de València (UPV) |
| Repositorio: | RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia |
| Idioma: | español |
| OAI Identifier: | oai:riunet.upv.es:10251/111531 |
| Acceso en línea: | https://riunet.upv.es/handle/10251/111531 |
| Access Level: | acceso abierto |
| Palabra clave: | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS |
| Sumario: | [EN] The analysis of composite steel-concrete beams requires to set, previously, the dimensions of each part of the beam for proceeding after that to adjuste them by an iterative process up to reach a reasonable approximation; the initial definition of that kind of sections is not easy because are involved a great number of parameters. This paper develops a direct procedure for obtaining the above mentioned pre-design of the beam including optimization criteria and a practical application by the use of tables containing usual edification situations. |
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