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Damping of structures due to soil-structure interaction

✍ Scribed by M. Novak; L. El Hifnawy

Publisher
Elsevier Science
Year
1983
Tongue
English
Weight
465 KB
Volume
11
Category
Article
ISSN
0167-6105

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πŸ“œ SIMILAR VOLUMES

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A substructure approach is presented for solving dynamic soil-structure interaction problems involving embedded or underground structures in a viscoelastic soil medium. The excitation considered is incident plane P and SV waves. The wave functions expansion analytical method and the collocation tech

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Three closely related models for two-layered beams in which slip can occur at the interface are described. In the first, beam layers are modelled under the assumptions of Timoshenko beam theory. Along the interface, an adhesive layer of negligible thickness bonds the surfaces so that a small amount