A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Masonry Italian Code-Conforming Buildings. Part 2: Nonlinear Modelling and Time-History Analysis
The unreinforced masonry (URM) buildings designed to be conforming with the Italian building code, as illustrated in the companion paper, were analyzed by performing time-history analyses on models realized using an equivalent frame approach and by adopting two different constitutive laws. Both the effect of record-to-record variability and of epistemic and aleatory uncertainties in modelling were explored. The achieved results constitute the basis for the evaluation of the risk level implicit in Italian code-conforming buildings. Two main performance conditions are considered, namely usability-preventing damage and global collapse limit states.
Masonry Italian Code-Conforming Buildings. Part 2: Nonlinear Modelling and Time-History Analysis
The unreinforced masonry (URM) buildings designed to be conforming with the Italian building code, as illustrated in the companion paper, were analyzed by performing time-history analyses on models realized using an equivalent frame approach and by adopting two different constitutive laws. Both the effect of record-to-record variability and of epistemic and aleatory uncertainties in modelling were explored. The achieved results constitute the basis for the evaluation of the risk level implicit in Italian code-conforming buildings. Two main performance conditions are considered, namely usability-preventing damage and global collapse limit states.
Masonry Italian Code-Conforming Buildings. Part 2: Nonlinear Modelling and Time-History Analysis
Cattari, Serena (author) / Camilletti, Daniela (author) / Lagomarsino, Sergio (author) / Bracchi, Stefano (author) / Rota, Maria (author) / Penna, Andrea (author)
Journal of Earthquake Engineering ; 22 ; 2010-2040
2018-12-12
31 pages
Article (Journal)
Electronic Resource
English
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