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- W2144459672 abstract "Existing analytical methods for the stress analysis of buried steel pipelines at crossings with active strike-slip faults depend on a number of simplifications, which limit their applicability and may even lead to non-conservative results. The analytical methodology presented herein maintains the wellestablished assumptions of existing methodologies, but also introduces a number of refinements in order to achieve a more wide range of application without any major simplicity sacrifice. More specifically, it employs equations of equilibrium and compatibility of displacements to derive the axial force applied on the pipeline and adopts a combination of beam-on-elastic-foundation and elasticbeam theory to calculate the developing bending moment. Although indirectly, material and largedisplacement non-linearities are also taken into account, while the actual distribution of stresses on the pipeline cross-section is considered for the calculation of the maximum design strain." @default.
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- W2144459672 date "2007-01-01" @default.
- W2144459672 modified "2023-09-25" @default.
- W2144459672 title "ANALYTICAL VERIFICATION OF BURIED STEEL PIPELINES AT STRIKE-SLIP FAULT CROSSINGS" @default.
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