Research Article
Seismic Analysis of Connections of Buried Continuous Pipelines
Table 15
Parameters of L-shaped connection in different cases.
| Case | Site types | Branch angles (°) | Diameters (m) | Incident angles (°) |
| Case L-1 | I, II, III, IV | 90 | 0.4064 | 45 | Case L-2 | II | 30, 45, 60, 90 | 0.4064 | 45 | Case L-3 | II | 90 | 0.2191, 0.4064, 0.610 | 45 | Case L-4 | II | 90 | 0.4064 | 30, 45, 60 |
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