Non-linear analysis of jack-up structures subjected to random waves
There is a steadily increasing demand for the use of jack-up units in deeper water and harsher environments. Confidence in their use in these environments requires jack-up analysis techniques to reflect accurately the physical processes occurring. This thesis is concerned with the models appropriate...
主要な著者: | Cassidy, M, M. J. Cassidy |
---|---|
その他の著者: | Houlsby, G |
フォーマット: | 学位論文 |
言語: | English |
出版事項: |
1999
|
主題: |
類似資料
-
Development of non-linear numerical models appropriate for the analysis of jack-up units
著者:: Thompson, R, 等
出版事項: (1996) -
Investigating six-degree-of-freedom loading of shallow foundations on sand
著者:: Bienen, B, 等
出版事項: (2006) -
The analysis of offshore foundations subjected to combined loading
著者:: Ngo-Tran, C, 等
出版事項: (1996) -
A generalised Winkler model for the behaviour of shallow foundations
著者:: Houlsby, G, 等
出版事項: (2005) -
Probabilistic considerations in the foundation engineering for offshore structures /
著者:: 296054 Hoeg, K., 等