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- W2206199946 abstract "Although seismic events only rarely cause structural damage to buried pipelines, they can nevertheless sometimes result in a significant loss of functionality, which will hamper recovery in the affected areas immediately following the earthquake. While the dynamic response of a pipe is obviously dependent on the characteristics of the seismic event and the type of pipe in question, a careful assessment of the stresses induced by the earthquake cannot neglect the interaction between the pipe and the surrounding soil. In the present paper a numerical model is developed for evaluating the dynamic stresses acting on buried pipes under the hypothesis that the soil is a Winkler elastic medium and the pipe can be held to be continuous thanks to the welded joint employed. The particular feature of this approach lies in the fact that, unlike similar soil-pipe interaction models, the pipe is not considered to be of infinite length but introduces pipe length and the type of constraint into the assessment of earthquake effects. In particular, the numerical analysis so far conducted shows that once the characteristics of the seismic wave, the soil, and the pipe have been assigned, the pipe's maximum axial displacement values may even be greater than those of the soil; this displacement is also affected by pipe length and the type of constraint." @default.
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- W2206199946 date "2000-06-29" @default.
- W2206199946 modified "2023-09-24" @default.
- W2206199946 title "Dynamic behaviour of continuous buried pipes subject to earthquakes" @default.
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- W2206199946 doi "https://doi.org/10.2495/su000431" @default.
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