A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses

By M. Rota, A. Penna, G. Magenes. 2010

270 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ccf64785a8172d5b7be40d4e6319269e731f3a53

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In Civil and Structural Engineering

1. Matjaz Dolsek

Citations in the corpus

• Simplified method for seismic risk assessment of buildings with consideration of aleatory and epistemic uncertainty (2011, methodology): “For example, an analytical approach for the derivation of the fragility curves for masonry buildings was introduced by Rota et al. (2010) and incorporates the modelling uncertainties through the probability density function of the capacity, which is determined based on the pushover analysis, while…”