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Continuum FE models for the analysis of Mallorca Cathedral

Autor
Roca, P.; Cervera, M.; Pelà, L.; Clemente, R.; Chiumenti, M.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2013
Volum
46
Pàgina inicial
653
Pàgina final
670
DOI
https://doi.org/10.1016/j.engstruct.2012.08.005 Obrir en finestra nova
Projecte finançador
New Integrated Knowledge Based Approaches for the Protection of Cultural Heritage from Earthquake-Induced Risk
Seguridad y durabilidad de estructuras de construcción (SEDUREC)
Repositori
http://hdl.handle.net/2117/16672 Obrir en finestra nova
URL
http://dx.doi.org/10.1016/j.engstruct.2012.08.005 Obrir en finestra nova
Resum
From the theoretical point of view, systems composed by masonry arches or vaults would require, during construction, the simultaneous activation of all structural elements in order to reach the optimum balance of thrusts. This is not obviously the case of complex ancient masonry constructions, whose long and gradual building process may have contributed to their deformed condition and even to damage. In this paper, the possible influence of the construction process as well as that of later long-...
Citació
Roca, P. [et al.]. Continuum FE models for the analysis of Mallorca Cathedral. "Engineering structures", 2013, vol. 46, p. 653-670.
Paraules clau
Historical Construction, Gothic Structure, Masonry, Construction Process, Long-term Effects, Continuum Damage Mechanics, Viscosity, Geometric Nonlinearity, Localized Damage, Crack-tracking
Grup de recerca
(MC)2 - Grup de Mecànica Computacional en Medis Continus
(MC)2 - UPC Mecànica de Medis Continus i Computacional
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants