The effect of stiffened floor and roof diaphragms on the experimental seismic response of a full-scale unreinforced stone masonry building

Journal of Earthquake Engineering

Volumn 18, Issue 3, 2014, Pages 407-443

  Senaldi, Ilaria ^a   Magenes, Guido ^a   Penna, Andrea ^a   Galasco, Alessandro ^a   Rota, Maria ^b  

^a UNIVERSITY OF PAVIA   (Italy)

^b EUROPEAN CENTRE FOR TRAINING AND RESEARCH IN EARTHQUAKE ENGINEERING EUCENTRE   (Italy)

Author keywords

Diaphragm Stiffening; Full Scale; Shaking Table Test; Stone Masonry; Strengthening Strategies

Indexed keywords

BUILDING PROTOTYPES; DIAPHRAGM STIFFNESS; EXPERIMENTAL PROGRAM; FULL SCALE; NONLINEAR BEHAVIOR; SEISMIC VULNERABILITY; SHAKING TABLE TESTS; STONE MASONRY;

FLOORS; MASONRY MATERIALS; ROOFS; SEISMIC DESIGN; SEISMIC RESPONSE; SOFTWARE TESTING; STRENGTHENING (METAL); WALLS (STRUCTURAL PARTITIONS);

DIAPHRAGMS;

EID: 84897911160     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469.2013.876946     Document Type: Article

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