The analysis of offshore foundations subjected to combined loading
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 fi...
| Glavni autori: | , |
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| Format: | Disertacija |
| Jezik: | English |
| Izdano: |
1991
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| Teme: |