Seismic vulnerability of historical masonry buildings: A case study in Ferrara

Engineering Structures

Volumn 30, Issue 8, 2008, Pages 2223-2241

  Mallardo, Vincenzo ^a   Malvezzi, Roberto ^a   Milani, Enrico ^a   Milani, Gabriele ^a  

^a UNIVERSITY OF FERRARA   (Italy)

Author keywords

Homogenisation; Masonry; Nonlinear; Seismic

Indexed keywords

MODAL ANALYSIS; NONLINEAR ANALYSIS; SEISMOLOGY;

3D NONLINEAR ANALYSIS; CASE STUDIES; COLLAPSE ANALYSIS; ELASTIC PLASTIC; ELSEVIER (CO); FINITE ELEMENT (FE); HISTORICAL MASONRY; IN ORDER; IN-PLANE (IP); LIMIT SURFACE; LOW INTENSITY; OUT OF PLANE; PLANE STRESSES; SEISMIC BEHAVIOUR; SEISMIC VULNERABILITY; STRENGTH (IGC: D5/D6); STRUCTURAL PERFORMANCE;

FINITE ELEMENT METHOD;

FINITE ELEMENT METHOD; HISTORIC BUILDING; MASONRY; NUMERICAL MODEL; SEISMIC RESPONSE; VULNERABILITY;

EMILIA-ROMAGNA; EURASIA; EUROPE; FERRARA; ITALY; SOUTHERN EUROPE;

RENATA;

EID: 48149109783     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.11.006     Document Type: Article

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