Research Article
Seismic Analysis of Connections of Buried Continuous Pipelines
Table 21
Results of different extension lengths.
| Extension length (m) | Peak of maximum total strain (10−6) | Influence coefficient (δ) |
| 0 | 326.80 | 2.83 | 5 | 152.36 | 1.32 | 10 | 130.51 | 1.13 | 15 | 127.62 | 1.10 |
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