A fundamental dual-zone continuum theory for dynamic soil–structure interaction
✍ Scribed by Ronald Y. S. Pak; Jeramy C. Ashlock
- Publisher
- John Wiley and Sons
- Year
- 2010
- Tongue
- English
- Weight
- 949 KB
- Volume
- 40
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.1075
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A stochastic approach is adopted for the linear analysis of three-dimensional dynamic soil -structure interaction of asymmetric buildings in the time domain to evaluate the dynamic eccentricity of torsional provisions in seismic building codes. The asymmetric system is idealized as a single-storey b
## Abstract Time‐domain analysis of dynamic soil–structure interaction based on the substructure method plays an increasing role in practical applications as compared with the frequency‐domain analysis. Efficient and accurate modelling of the unbounded soil or rock medium has been a key issue in su