Ad | O'Rourke and So (2000) - Storage Tank | ||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Afet Türü | Earthquake | ||||||||||||||||||
Tesis Ünitesi Türü | Storage Tank | ||||||||||||||||||
Açıklama | The damage states used to characterize component damage are intended to mimic the damage state descriptions in the HAZUS Methodology. | ||||||||||||||||||
Durumlar |
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Referanslar | O'Rourke, M. J.; So, P., "Seismic Fragility Curves for On-Grade Steel Tanks", 2000 | ||||||||||||||||||
Erişim | Genel |
No | Hasar Durumu | Senaryo Parametreleri | Geçerlilik Koşulları | |
---|---|---|---|---|
1. | DS1 | LOC State: None | - | - |
2. | DS2 | LOC State: Minor | - | - |
3. | DS3 | LOC State: Moderate | - | - |
4. | DS4 | LOC State: Major | - | - |
5. | DS5 | LOC State: Catastrophic | - | - |
No | Ad | Parametre | Birim | Geçerlilik Koşulları | ||||
---|---|---|---|---|---|---|---|---|
1. | O'Rourke and So (2000) | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric | 4 | - | |
2. | O'Rourke and So (2000), Fill ≥ 50% | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | 4 | 1 | |
3. | O'Rourke and So (2000), H/D < 0.7 | log μ̃ | PGA | g | φhd: < 0.7 m/m; Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric | 4 | - | |
4. | O'Rourke and So (2000), H/D ≥ 0.7 | log μ̃ | PGA | g | φhd: > 0.7 m/m; Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric | 4 | - | |
5. | O'Rourke and So (2000), Fill < 50% | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: < 50 %v | 1 | 1 |
Risk Değerlendirmesi | Doğal Afetler | Endüstriyel Tesisler | Bilimsel | Kullanıcılar |