Earthquake risk assessment of building structures

By B. Ellingwood. Reliability Engineering & System Safety, 2001

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Seismic fragility curves for structures using non-parametric representations (2017, methodology): “The typical approach to compute analytical fragility curves presumes that the 75 curves have the shape of a lognormal cumulative distribution function [21,22].”
A survey on approaches for reliability-based optimization (2010, methodology): “…practical applications, as in applications of RBO, it is usually necessary to deal with the particulars of the underlying physical problem, see e.g. Ellingwood (2001); Hellevik et al (1999); Madsen et al 3 (1991); Moan and Song (2000); Petryna and Krätzig (2005); similarly, aspects on parallel…”
Model Uncertainty in Finite-Element Analysis: Bayesian Finite Elements (2011, methodology): “The details of this procedure are presented in Gardoni et al. (2002), and readers may also find the general methodology in Box and Tiao (1992) useful.”
Risk assessment for civil engineering facilities: critical overview and discussion (2003, background): “The widespread adoption of the JCSS Probabilistic Model Code [11] or other standardized probabilistic guidelines or databases would also greatly reduce the scope for analystto-analyst variability, again leading to more credible risk analyses.”