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Assessment of structural damage in historical constructions using numerical models : the case of the church of the Poblet Monastery

Autor
Saloustros, S.; Pelà, L.; Roca, P.; Portal, J.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
9th International Conference on Structural Analysis of Historical Constructions
Any de l'edició
2014
Data de presentació
2014-10-15
Llibre d'actes
SAHC2014 - 9th International Conference on Structural Analysis of Historical Constructions
Pàgina inicial
1
Pàgina final
13
Projecte finançador
BIA2012-32234 Identificación de parámetros mecánico-resistentes en obra de fábrica estrutural mediante métodos experimentales y micro-modelización numérica
Repositori
http://hdl.handle.net/2117/24481 Obrir en finestra nova
Resum
This paper presents the assessment of the structural damage and stability of the church of the Royal Monastery of Santa Maria de Poblet, one of the UNESCO World Heritage sites in Spain. The structure presents damage affecting mostly the main nave and lateral aisles, including cracking in the vaults and significant deformation in the clerestory walls and the barrel vault of the main nave. Following the historical survey, a sophisticated finite element model was used for the structural analysis o...
Citació
Saloustros, S. [et al.]. Assessment of structural damage in historical constructions using numerical models : the case of the church of the Poblet Monastery. A: International Conference on Structural Analysis of Historical Construction. "SAHC2014 – 9th International Conference on Structural Analysis of Historical Constructions". Mexico City: 2014, p. 1-12.
Paraules clau
Continuum Damage Model, Diagnosis, Finite Element Analysis, Graphic Statics, Masonry, Sequential Analysis
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants

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