Seismic Analysis of Connections of Buried Continuous Pipelines

Table 16

Influence coefficients of L-shaped connection in different cases.

Case	Influence coefficients (δ)
Case L-1	1.72, 1.57, 1.48, 1.41
Case L-2	1.00, 1.00, 1.00, 1.57
Case L-3	1.42, 1.57, 1.67
Case L-4	1.04, 1.57, 3.73