Research Article
Seismic Analysis of Connections of Buried Continuous Pipelines
Table 20
Results of different extension lengths.
| Extension length (m) | Peak of maximum total strain (10−6) | Influence coefficient (δ) |
| 0 | 249.47 | 2.16 | 5 | 159.06 | 1.38 | 10 | 150.86 | 1.31 | 15 | 149.93 | 1.30 |
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