Abstract
This paper shows that the interaction of an offshore structure with its soil foundation when subjected to complicated wave loading paths can be analyzed in a rigorous manner by taking into account the real three-dimensional, nonlinear, anisotropic, elastoplastic, path-dependent, stress-strain-strength properties of the material. (A)
| Original language | English (US) |
|---|---|
| Pages (from-to) | 199-209 |
| Number of pages | 11 |
| Journal | J. PET. TECHNOL. |
| Volume | 32 |
| Issue number | 2 , Feb. 1980 |
| State | Published - Jan 1 2020 |
All Science Journal Classification (ASJC) codes
- Fuel Technology
- Industrial relations
- Energy Engineering and Power Technology
- Strategy and Management