Seismic response of a one-storey structure with sliding support to bidirectional (i.e. two horizontal components) earthquake ground motion is investigated. Frictional forces, which are mobilized at the sliding support, are assumed to have ideal Coulomb-friction characteristics. Coupling effects due
Stochastic earthquake response of structures on sliding foundation
β Scribed by Goodarz Ahmadi
- Publisher
- Elsevier Science
- Year
- 1983
- Tongue
- English
- Weight
- 738 KB
- Volume
- 21
- Category
- Article
- ISSN
- 0020-7225
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