Fig. 13
From: Influence of the topographic effect on the seismic response of buried pipelines

Effect of SF on pipeline strains: (a) Chi-Chi and Northridge input motion; (b) harmonic input motion at PGA = 0.8 g
From: Influence of the topographic effect on the seismic response of buried pipelines
Effect of SF on pipeline strains: (a) Chi-Chi and Northridge input motion; (b) harmonic input motion at PGA = 0.8 g