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...

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Detalles Bibliográficos
Autores: Tošić, Nikola|||0000-0003-0242-8804, Pecic, Nenad, Poliotti, Mauro, Marí Bernat, Antonio Ricardo|||0000-0002-0994-0715, Torres Llinàs, Lluís, Dragaš, Jelena
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
Descripción
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.