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
โฆ LIBER โฆ
Response of pure-friction sliding structures to three components of earthquake excitation
โ Scribed by H. Shakib; A. Fuladgar
- Book ID
- 108391431
- Publisher
- Elsevier Science
- Year
- 2003
- Tongue
- English
- Weight
- 299 KB
- Volume
- 81
- Category
- Article
- ISSN
- 0045-7949
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