Identification of suitable limit states from nonlinear dynamic analyses of masonry structures

Journal of Earthquake Engineering

Volumn 18, Issue 2, 2014, Pages 231-263

  Mouyiannou, Amaryllis ^a   Rota, Maria ^b   Penna, Andrea ^c   Magenes, Guido ^c  

^a SCUOLA UNIVERSITARIA SUPERIORE IUSS PAVIA   (Italy)

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

^c UNIVERSITY OF PAVIA   (Italy)

Author keywords

Limit States; Nonlinear Dynamic Analysis; Performance based Earthquake Engineering; Record to Record Variability; Unreinforced Masonry

Indexed keywords

BUILDING PROTOTYPES; LIMIT STATE; NON-LINEAR STATIC ANALYSIS; PERFORMANCE-BASED EARTHQUAKE ENGINEERING; RECORD-TO-RECORD VARIABILITY; STRUCTURAL PERFORMANCE; TIME HISTORY ANALYSIS; UNREINFORCED MASONRY;

DYNAMIC ANALYSIS; DYNAMICS; MASONRY MATERIALS; STATIC ANALYSIS; STRUCTURAL ANALYSIS;

DAMAGE DETECTION;

EID: 84893051979     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469.2013.842190     Document Type: Article

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