The distortions of earthquake ground motions recorded in small instrument shelters as a result of soil-structure interaction effects are investigated by means of a theoretical parametric study. A total of 12 foundation geometries varying in basal radius, embedment depth and extension above the groun
Soil-structure interaction effects on an instrumented building
β Scribed by A. Zaicenco; V. Alkaz
- Book ID
- 106359320
- Publisher
- Springer
- Year
- 2007
- Tongue
- English
- Weight
- 916 KB
- Volume
- 5
- Category
- Article
- ISSN
- 1570-761X
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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
A numerical solution for evaluating the effects of foundation embedment on the effective period and damping and the response of soil-structure systems is presented. A simple system similar to that used in practice to account for inertial interaction effects is investigated, with the inclusion of kin