Modelling of vaults as equivalent diaphragms in 3D seismic analysis of masonry buildings

Structural Analysis of Historic Construction: Preserving Safety and Significance - Proceedings of the 6th International Conference on Structural Analysis of Historic Construction, SAHC08

Volumn 1, Issue , 2008, Pages 517-524

  Cattari, Serena ^a   Resemini, Sonia ^a   Lagomarsino, Sergio ^a  

^a UNIVERSITY OF GENOA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

3D MODELLING; 3D SEISMIC; BARREL VAULT; ELASTIC ANALYSIS; ELASTIC STIFFNESS; EXISTING BUILDING; FAILURE MECHANISM; FEM ANALYSIS; FRAME MODELS; GEOMETRICAL PARAMETERS; HORIZONTAL DIAPHRAGMS; HORIZONTAL LOADS; MASONRY BUILDING; MASONRY STRUCTURES; NON-LINEAR; NONLINEAR BEHAVIOURS; ROUGH APPROXIMATIONS; SHEAR STIFFNESS; STIFFENING EFFECT; STIFFNESS DEGRADATION;

BRICK; DIAPHRAGMS; RIGID STRUCTURES; SEISMOLOGY; STIFFNESS; THREE DIMENSIONAL;

STRUCTURAL ANALYSIS;

EID: 79952345219     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Galasco A., Lagomarsino S., Penna A., Resemini S. (2004). Non-linear seismic analysis of masonry structures, 13th WCEE, Vancouver, B.C., August 1-6 2004, paper no. 843.
2. Eurocode 8, Design of structures for earthquake resistance -Part 3: Strengthening and repair of buildings. Pr-EN 1998-3, July 2004.
3. OPCM, no.3431, May 3 2005. Official Bullettin no. 107 of May 10 2005 (in Italian).
4. Gambarotta, L. and Lagomarsino, S. (1997). Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its applications. Earthquake Engng. Struct. Dyn., 26, 441-462.