The influence of G. Kazinczy in the structural analysis of long cylindrical roof shells
Autores
Martínez Martínez, Mónica; García-Rosales González-Fierro, Gonzalo; Castaño Perea, Enrique María; Lastra Sedano, AlbertoIdentificadores
Enlace permanente (URI): http://hdl.handle.net/10017/50039DOI: 10.1061/(ASCE)SC.1943-5576.0000627
ISSN: 1084-0680
Fecha de publicación
2021-09-16Filiación
Universidad de Alcalá. Departamento de Arquitectura; Universidad de Alcalá. Departamento de Física y MatemáticasCita bibliográfica
Practice Periodical on Structural Design and Construction, 2021, v. 27 (1), pp. 1-10
Palabras clave
G. Kazinczy
Shells
Beam method
Structural calculation of long cylindrical roof shells
Reinforced concrete shells
Study of states of equilibrium
Tipo de documento
info:eu-repo/semantics/article
Versión
info:eu-repo/semantics/acceptedVersion
Derechos
Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0)
(c) 2022 ASCE
Derechos de acceso
info:eu-repo/semantics/openAccess
Resumen
This work is devoted to the study of the beam method in cylindrical shells from a mathematical point of view. We mainly focus on the methodological contribution by the engineer G. Kazinczy, well known by his influence on the Theory of Plasticity, in order to illustrate the structural calculation of long cylindrical reinforced concrete roof shells. Kazinczy"s methodological contribution to their structural calculation was developed at a time when attempts were being made to make computations in a rigorous manner, applying the mathematical mechanism
of the theory of elasticity. The method is more feasible than the analytical method from the computational point of view, and it is based on the study of various states of equilibrium used by Kazinczy in his analysis of these structures.
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