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Publications by [Gantes C. J.]

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The aim of this paper is to introduce a robust methodology for the analytical calculation of strains in flexible buried pipelines due to surface point-source blasts.
Reference: International Journal of Impact Engineering 34 (2007) 1683-1704
In this paper a 3-D thin shell strain analysis has been presented, regarding long cylindrical underground structures (buried pipelines and tunnels) subjected to seismic shear (S) wave excitation.
Reference: Soil Dynamics and Earthquake Engineering 26 (2006) 909-921