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
β¦ LIBER β¦
Effects of the depth of the embedment on the system response during building-soil interaction
β Scribed by M.I. Todorovska
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 881 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0267-7261
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