Usually different nonlinear time responses due to earthquake ground motion are distinguished by non-localized spectra, such as the response or power spectra. However, these spectra are often not able to explain the large discrepancy among structural responses caused by different earthquake records.
Effect of structural period and ground motion parameters on the earthquake response of asymmetric buildings
β Scribed by A.M. Chandler; G.L. Hutchinson
- Book ID
- 113234387
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 741 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0141-0296
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π SIMILAR VOLUMES
This study has been conducted to evaluate the effects of the vertical component of earthquake on the response of pure-friction base-isolated asymmetric buildings. The pure-friction base-isolated asymmetric building is idealized as a three-dimensional singlestorey building resting on sliding supports
An approach is formulated for the linear analysis of three-dimensional dynamic soil-structure interaction of asymmetric buildings in the time domain, in order to evaluate the seismic response behaviour of torsionally coupled buildings. The asymmetric building is idealized as a single-storey three-di