| Ad | HAZUS (2010) - Storage Tank | ||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Afet Türü | Earthquake | ||||||||||||||||||||||||
| Tesis Ünitesi Türü | Storage Tank | ||||||||||||||||||||||||
| Açıklama | Damage states for water storage tanks. | ||||||||||||||||||||||||
| Durumlar |
| ||||||||||||||||||||||||
| Referanslar | FEMA, "HAZUS-MH MR5 Technical Manual - Earthquake Model", 2010 | ||||||||||||||||||||||||
| Erişim | Genel |
| No | Hasar Durumu | Senaryo Parametreleri | Geçerlilik Koşulları | |
|---|---|---|---|---|
| 1. | DS1 (None) | LOC State: None | - | - |
| 2. | DS2 (Slight/Minor) | LOC State: Minor | - | - |
| 3. | DS3 (Moderate) | LOC State: Moderate | - | - |
| 4. | DS4 (Extensive) | LOC State: Major | - | - |
| 5. | DS5 (Complete) | LOC State: Catastrophic | - | - |
| No | Ad | Parametre | Birim | Geçerlilik Koşulları | ||||
|---|---|---|---|---|---|---|---|---|
| 1. | HAZUS (2010) - Near Full, Anchored | log μ̃ | PGA | g | Base Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %v | 4 | - | |
| 2. | HAZUS (2010) - Near Full, Unanchored | log μ̃ | PGA | g | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %v | 4 | - | |
| 3. | Eidinger et al. (2001) - Fill ≥ 50%, Anchored | log μ̃ | PGA | g | Base Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | 4 | 1 | |
| 4. | Eidinger et al. (2001) - Fill ≥ 50%, Unanchored | log μ̃ | PGA | g | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | 4 | 1 | |
| 5. | Eidinger et al. (2001) - Fill ≥ 50% | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | 4 | 2 | |
| 6. | Eidinger et al. (2001) - Fill ≥ 60% | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 60 %v | 4 | 3 | |
| 7. | Eidinger et al. (2001) - Fill ≥ 90% | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 90 %v | 4 | 4 | |
| 8. | Eidinger et al. (2001) | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric | 4 | - | |
| 9. | Eidinger et al. (2001) - Fill < 50% | log μ̃ | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: < 50 %v | 2 | 2 |
Risk Değerlendirmesi | Doğal Afetler | Endüstriyel Tesisler | Bilimsel | Kullanıcılar |