Fig. 5
From: Influence of the topographic effect on the seismic response of buried pipelines

Sensitivity analysis to determine optimal finite part of model perpendicular to pipe axis under Northridge earthquake (SF = 0.7; rock type R4; D/t = 99)
From: Influence of the topographic effect on the seismic response of buried pipelines
Sensitivity analysis to determine optimal finite part of model perpendicular to pipe axis under Northridge earthquake (SF = 0.7; rock type R4; D/t = 99)