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Pipe under complex loading: A probabilistic approach

✍ Scribed by Jean-Michel Planeix; Mongi Zehri


Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
356 KB
Volume
8
Category
Article
ISSN
0951-8339

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Seismic response of buried pipes in longitudinal direction is studied. The effect of the variation of geotechnical properties of the surrounding soil on the stiffness, mass and damping of the soil is considered. The soil-structure interaction depends on pipe stiffness, joint stiffness, the variation