RT info:eu-repo/semantics/article
T1 The influence of G. Kazinczy in the structural analysis of long cylindrical roof shells
A1 Martínez Martínez, Mónica
A1 García-Rosales González-Fierro, Gonzalo
A1 Castaño Perea, Enrique María
A1 Lastra Sedano, Alberto
K1 G. Kazinczy
K1 Shells
K1 Beam method
K1 Structural calculation of long cylindrical roof shells
K1 Reinforced concrete shells
K1 Study of states of equilibrium
K1 Arquitectura
K1 Architecture
AB 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 mechanismof 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.
SN 1084-0680
YR 2021
FD 2021-09-16
LK http://hdl.handle.net/10017/50039
UL http://hdl.handle.net/10017/50039
LA eng
DS MINDS@UW
RD 19-abr-2024