Research Article
Seismic Analysis of Connections of Buried Continuous Pipelines
Table 9
Influence coefficients of cruciform connection with different incident angles.
| | Incident angles | Total strain of straight pipe (10−6) | Bending strain of cruciform connection (10−6) | Total strain of cruciform connection (10−6) | Influence coefficient |
| | 30 | 173.39 | 57.05 | 230.42 | 1.33 | | 45 | 115.60 | 65.86 | 181.46 | 1.57 | | 60 | 57.86 | 57.31 | 115.17 | 1.99 |
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