A new numerical procedure is proposed for the analysis of three-dimensional dynamic soil}structure interaction in the time domain. In this study, the soil is modelled as a linear elastic solid, however, the methods developed can be adapted to include the e!ects of soil non-linearities and hysteretic
A discontinuous Galerkin method for seismic soil–structure interaction analysis in the time domain
✍ Scribed by Si-Hwan Park; Nicolas Antin
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 314 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.353
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