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 | PGA | g | Base Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %v | log μ̃ | 4 | - | |
2. | HAZUS (2010) - Near Full, Unanchored | PGA | g | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %v | log μ̃ | 4 | - | |
3. | Eidinger et al. (2001) - Fill ≥ 50%, Anchored | PGA | g | Base Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | log μ̃ | 4 | 1 | |
4. | Eidinger et al. (2001) - Fill ≥ 50%, Unanchored | PGA | g | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | log μ̃ | 4 | 1 | |
5. | Eidinger et al. (2001) - Fill ≥ 50% | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | log μ̃ | 4 | 2 | |
6. | Eidinger et al. (2001) - Fill ≥ 60% | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 60 %v | log μ̃ | 4 | 3 | |
7. | Eidinger et al. (2001) - Fill ≥ 90% | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 90 %v | log μ̃ | 4 | 4 | |
8. | Eidinger et al. (2001) | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric | log μ̃ | 4 | - | |
9. | Eidinger et al. (2001) - Fill < 50% | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: < 50 %v | log μ̃ | 2 | 2 |
Risk Değerlendirmesi | Doğal Afetler | Endüstriyel Tesisler | Bilimsel | Kullanıcılar |