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A probabilistic approach for the prediction of seismic resilience of bridges

✍ Scribed by Decò, Alberto; Bocchini, Paolo; Frangopol, Dan M.


Book ID
120530446
Publisher
John Wiley and Sons
Year
2013
Tongue
English
Weight
827 KB
Volume
42
Category
Article
ISSN
0098-8847

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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