Research Article
Seismic Performance Evaluation of Buried Sewage Collection Pipelines
Table 2
Hazus equations concerning the ratio of damage to a buried pipeline.
| Type of pipe | The ratio of damage to a PGV pipe per kilometer | The ratio of damage to a PGD pipe per kilometer |
| Fragile | RR = 0.0001∗ PGV2.25 | RR = prob ∗ PGD0.56 | Flexible | RR = 0.3 ∗ 0.0001 ∗ PGV2.25 | RR = 0.3 ∗ prob ∗ PGD0.56 |
| PR is defined as the extent of damage to the pipe per kilometer | PGV (cm.s−1) | PGD (inch) |
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