On overturning of the façade in churches with single nave: Some case studies from L'Aquila, Italy, 2009 earthquake

Advanced Materials Research

Volumn 133-134, Issue , 2010, Pages 807-812

  De Felice, Gianmarco ^a   Mauro, Alberto ^a  

^a ROMA TRE UNIVERSITY   (Italy)

Author keywords

Church; Distinct element method; Masonry; Overturning

Indexed keywords

CAPACITY CURVES; CHURCH; COLLAPSE MECHANISM; DISTINCT ELEMENT ANALYSIS; DISTINCT ELEMENT METHODS; DYNAMIC ACCELERATION; MASONRY; OVERTURNING; RELIABLE ESTIMATES; RIGID BODY; SEISMIC BEHAVIOR; STATIC FORCES;

EARTHQUAKES; MASONRY MATERIALS; MORPHOLOGY; RETROFITTING; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; WALLS (STRUCTURAL PARTITIONS);

RELIGIOUS BUILDINGS;

EID: 78650880756     PISSN: 10226680     EISSN: None     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMR.133-134.807     Document Type: Conference Paper

References (5)

1. De Felice, G (2010). "Out-of-plane seismic capacity of masonry depending on wall section morphology." International Journal of Architectural Heritage, submitted.
2. Doglioni, F, Moretti, A, and Petrini, V (1994). "Le chiese ed il terremoto." Ed. Trieste, Italy: LINT.
3. Giuffrè, A (1991). "Le chiese ed il terremoto." Ed. Roma, Italy: Kappa.
4. Lagomarsino, S, and Podestà, S (2004). "Seismic vulnerability of ancient churches: II. Statistical analysis of surveyed data and methods for risk analysis." Earthquake Spectra, 20, 395-412.
5. Rondelet, J B (1802). "Traité théorique et pratique de l'art del Bâtir." Didot Frères, Fils et Cie, Ed. Paris, France.