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- W2362149962 abstract "Based on the Winkler elastic foundation model, the bending deformation of buried pipelines subject to seismic wave propagation is studied. Analytical formulas to deformation and strain of buried pipelines are derived. The results reveal that the axial response of buried pipelines is much larger than the bending response subject to seismic waves." @default.
- W2362149962 created "2016-06-24" @default.
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- W2362149962 date "2014-01-01" @default.
- W2362149962 modified "2023-09-25" @default.
- W2362149962 title "ANALYTICAL STUDY ON BENDING DEFORMATION OF BURIED PIPELINES UNDER SEISMIC WAVE" @default.
- W2362149962 hasPublicationYear "2014" @default.
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