2022
DOI: 10.1080/13632469.2022.2038726
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Fragility Curves and Economic Loss Assessment of RC Buildings after L’Aquila 2009 Earthquake

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Cited by 15 publications
(4 citation statements)
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“…First, an analysis on the state of completeness must be performed, which is carrying out by taking 15 th census recorded by the Italian National Statistics Institute (ISTAT, [21]) in 2011 as the reference database. In particular, municipality-by-municipality the following Completeness Ratio (rm) may be considered ( [10], [11]): (1) where m are the municipalities for L'Aquila 2009 (from 1 to 95) and Emilia 2012 (from 1 to 45); Nm,AeDES is the buildings number surveyed within Da.D.O. database, while Nm,ISTAT is the buildings number in the 15 th census of ISTAT 2011.…”
Section: Estimate Of Unsurveyed Buildingsmentioning
confidence: 99%
See 2 more Smart Citations
“…First, an analysis on the state of completeness must be performed, which is carrying out by taking 15 th census recorded by the Italian National Statistics Institute (ISTAT, [21]) in 2011 as the reference database. In particular, municipality-by-municipality the following Completeness Ratio (rm) may be considered ( [10], [11]): (1) where m are the municipalities for L'Aquila 2009 (from 1 to 95) and Emilia 2012 (from 1 to 45); Nm,AeDES is the buildings number surveyed within Da.D.O. database, while Nm,ISTAT is the buildings number in the 15 th census of ISTAT 2011.…”
Section: Estimate Of Unsurveyed Buildingsmentioning
confidence: 99%
“…In recent years, several completeness procedures are performed for improvement the available database. In [10], [22] and [11] it is proposed to evaluate the buildings typological distribution by referring to a completely surveyed municipality, while in [7], the database completion is performed considering a completeness index evaluated as a function of the PGA.…”
Section: Estimate Of Unsurveyed Buildingsmentioning
confidence: 99%
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“…You et al [15] proposed a new method to quickly determine the damage to the structural members of a building after an earthquake. Laguardia et al [16] summarized the relationship between the proposed vulnerability, framework, and loss curves by studying the damage to buildings in the L'Aquila earthquake (2009). Kang et al [17] proposed a method based on IDA to quantify the uncertainty and correlation of engineering demand parameters (EDPs).…”
Section: Introductionmentioning
confidence: 99%