Free field analysis considerations for dynamic soil-structure interaction
β Scribed by Theodor Krauthammer
- Publisher
- Elsevier Science
- Year
- 1987
- Tongue
- English
- Weight
- 935 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0045-7949
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π SIMILAR VOLUMES
This paper presents a numerical model for the prediction of free field vibrations due to vibratory and impact pile driving. As the focus is on the response in the far field where deformations are relatively small, a linear elastic constitutive behaviour is assumed for the soil. The free field vibrat
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