dc.contributor | Universidade Estadual Paulista (Unesp) | |
dc.contributor | Universidade de São Paulo (USP) | |
dc.date.accessioned | 2014-05-20T13:28:52Z | |
dc.date.accessioned | 2022-10-05T13:26:57Z | |
dc.date.available | 2014-05-20T13:28:52Z | |
dc.date.available | 2022-10-05T13:26:57Z | |
dc.date.created | 2014-05-20T13:28:52Z | |
dc.date.issued | 2010-01-01 | |
dc.identifier | Revista Internacional de Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 26, n. 1, p. 15-29, 2010. | |
dc.identifier | 0213-1315 | |
dc.identifier | http://hdl.handle.net/11449/9632 | |
dc.identifier | WOS:000275472800002 | |
dc.identifier.uri | http://repositorioslatinoamericanos.uchile.cl/handle/2250/3885963 | |
dc.description.abstract | The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance must be verify in particular cross-sections to shear forces. This work about design of shell elements will be make using the three-layer shell theory. The elements are subject to combined loading of membrane and plate, totalizing eight components of internal forces, which are three membrane forces, three moments (two out-of-plane bending moments and one in-plane, or torsion, moment) and two shear forces. The design method adopted, utilizing the iterative process proposed by Lourenco & Figueiras (1993) obtained from equations of equilibrium developed by Gupta (1896) , will be compared to results of experimentally tested shell elements found in the literature using the program DIANA. | |
dc.language | por | |
dc.publisher | Univ Politecnica Catalunya | |
dc.relation | Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria | |
dc.relation | 0.369 | |
dc.relation | 0,263 | |
dc.rights | Acesso aberto | |
dc.source | Web of Science | |
dc.title | Design of concrete platforms offshore using the three-layer shell theory | |
dc.type | Trabalho apresentado em evento | |