2016
DOI: 10.1007/s10518-016-0026-1
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Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake

Abstract: The study analyses the data related to a database of 7597 private Reinforced Concrete buildings located in the city and the province of L’Aquila surveyed after the 2009 earthquake. Survey data were collected by the Italian Department of Civil Protection during post-earthquake usability inspections including information on building characteristics, level and extent of damage to structural and non-structural components. For each building, the Peak Ground Acceleration demand has been determined according to data … Show more

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Cited by 144 publications
(81 citation statements)
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“…Furthermore, the relationship between DF and ARC is also reported in terms of an a-dimensional cost ratio obtained as a ratio between the actual repair costs related to the building and the average building demolition and reconstruction cost, Building Repair Cost Ratio (Cr). The unit costs for demolition and reconstruction of private residential buildings damaged by L'Aquila earthquake resulted 1,192.00 €/m 2 , [12,13]. Based on the regression analyses the following function has been determined:…”
Section: Df -Arc Regression Functionsmentioning
confidence: 99%
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“…Furthermore, the relationship between DF and ARC is also reported in terms of an a-dimensional cost ratio obtained as a ratio between the actual repair costs related to the building and the average building demolition and reconstruction cost, Building Repair Cost Ratio (Cr). The unit costs for demolition and reconstruction of private residential buildings damaged by L'Aquila earthquake resulted 1,192.00 €/m 2 , [12,13]. Based on the regression analyses the following function has been determined:…”
Section: Df -Arc Regression Functionsmentioning
confidence: 99%
“…By contrast, the damage grades D2-D3 and D4-D5 were split into the corresponding EMS-98 damage state depending only on the mean damage detected on VS for the building class in the selected location: the higher the mean damage, the higher the probability of being in the heaviest DS. A correlation between empirical damage derived by AeDES form and the six damage grades as defined by EMS-98 was provided also by [11] and [12]. According to [11] the maximum damage detected on structural components VS, F, and R is accounted for the correlation between empirical damage and the building DS.…”
Section: Introductionmentioning
confidence: 99%
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“…The definition of homogeneous classes of buildings will be carried out identifying the parameters that greatly influence their seismic fragility. In Del Gaudio et al [29], two classes of buildings have been defined as a function of the number of storeys (Ns): L , Low rise (1 ≤ Ns ≤ 3) buildings, and "MH", Medium-High rise (Ns ≥ 4) buildings.…”
Section: Derivation Of Class-specific Analytical Fragility Curvesmentioning
confidence: 99%
“…Plan ratio is assumed as a uniform random variable between [1-2,5] according to statistics reported in (Del Gaudio et al [1,29]). …”
Section: (Intra-class) Inter-building Variabilitymentioning
confidence: 99%