Fragility Curve

NameEidinger et al. (2001) - Fill ≥ 50%, Anchored
AbbreviationALA-G50A
Plant Unit TypeStorage Tank
Damage ClassificationHAZUS (2010) - Storage Tank
Hazard ParameterPeak Ground Acceleration (PGA)
Unitg
Functional FormLog-normal (median)
TypeCumulative
Data
NoDamage StateMedianStandard Deviation
1.DS20.710.8
2.DS32.360.8
3.DS43.720.8
4.DS54.260.8
Cumulative Curve
Discrete Curve
Validity ConditionsBase Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v
Precedence1
References
Notes

See Part 1, Table 5.7 on page 69 in Eidinger et al. (2001). Source data is given in Table 5.5 on page 68.
See Di Carluccio et al. (2006), Table 1 (page 219) for probit constants, which superceds Salzano et al. (2003) Table 5 (page 408).
In Salzano et al. (2003), μ value for ≥DS2 is reported as 1.71, it should be 0.71.

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Created: Vincenzo ARCIDIACONO, 2014/01/22 11:09:22 – Updated: Serkan GIRGIN, 2017/04/12 03:18:06

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