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
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Response of seismically isolated structures to rocking-type excitations
β Scribed by Ioannis Politopoulos
- Publisher
- John Wiley and Sons
- Year
- 2009
- Tongue
- English
- Weight
- 294 KB
- Volume
- 39
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.956
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