Thesis
The analysis of offshore foundations subjected to combined loading
- Abstract:
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Shallow offshore foundations, which achieve their stability through the foundation bearing on the seabed, can in most applications be idealised as large rigid circular footings subjected to vertical, horizontal and moment loading. A small strain linear-elastic perfectly-plastic three- dimensional finite element program was developed to analyse this combined loading problem. The selection of a suitable three-dimensional finite element for accurate and computationally efficient analysis was ba...
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Authors
Contributors
+ Houlsby, G
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Supervisor
Funding
Bibliographic Details
- Publication date:
- 1991
- Type of award:
- MSc
- Level of award:
- Masters
- Awarding institution:
- University of Oxford
Item Description
- Language:
- English
- Keywords:
- Subjects:
- UUID:
-
uuid:3249061d-853b-462d-bb66-612bad1e5a9b
- Local pid:
- ora:1399
- Deposit date:
- 2008-03-14
Terms of use
- Copyright holder:
- R. W. Bell
- Copyright date:
- 1991
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