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

Author
Saloustros, S.; Pelà, L.; Roca, P.; Portal, J.
Type of activity
Presentation of work at congresses
Name of edition
9th International Conference on Structural Analysis of Historical Constructions
Date of publication
2014
Presentation's date
2014-10-15
Book of congress proceedings
SAHC2014 - 9th International Conference on Structural Analysis of Historical Constructions
First page
1
Last page
13
Project funding
BIA2012-32234 Identificación de parámetros mecánico-resistentes en obra de fábrica estrutural mediante métodos experimentales y micro-modelización numérica
Repository
http://hdl.handle.net/2117/24481 Open in new window
Abstract
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...
Citation
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.
Keywords
Continuum Damage Model, Diagnosis, Finite Element Analysis, Graphic Statics, Masonry, Sequential Analysis
Group of research
ATEM - Structural and Materials Technology

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