Extension of the ζ‐method for calculating deflections of two‐way slabs based on linear elastic finite element analysis
This is the peer reviewed version of the following article: [Tošić, N, Pecić, N, Poliotti, M, Marí, A, Torres, L, Dragaš, J. Extension of the ζ‐method for calculating deflections of two‐way slabs based on linear elastic finite element analysis. Structural Concrete. 2021; 1– 19], which has been publi...
| Autores: | , , , , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2021 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/343282 |
| Acceso en línea: | https://hdl.handle.net/2117/343282 https://dx.doi.org/10.1002/suco.202000558 |
| Access Level: | acceso abierto |
| Palabra clave: | Concrete--Mathematical models Deflection Design Edge-supported slab FEM Flat slab Model Code Serviceability Two-way slab Formigó -- Mètodes numèrics Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| Sumario: | This is the peer reviewed version of the following article: [Tošić, N, Pecić, N, Poliotti, M, Marí, A, Torres, L, Dragaš, J. Extension of the ζ‐method for calculating deflections of two‐way slabs based on linear elastic finite element analysis. Structural Concrete. 2021; 1– 19], which has been published in final form at https://doi.org/10.1002/suco.202000558. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving. |
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