Non-linear Wave Load Model to Predict the High Frequency Deep Wave Impact Forces on Offshore Structures
A simplified wave impact load model to predict the additional impact (Ringing) load due to a high frequency steep wave at near breaking condition is presented in this paper. Model tests and field experience of offshore structures have shown that loads on large surface piercing structures, such as co...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Conference Paper |
| Published: |
Techno-Press
2010
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/47860 |