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DNV-OS-C502 Offshore Concrete Structures |
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| Sec.1: Introduction |
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| A: General |
For structures like deep water foundation of bridges and harbours special considerations will be required on load specifications.
| — | provide an international standard for the design, construction and in-service inspection of Offshore Concrete Structures with an acceptable level of safety by defining minimum requirements for design, construction control and in-service inspection |
| — | serve as a contractual reference document between supplier and purchasers related to design, construction and in-service inspection |
| — | serve as a guideline for designer, supplier, purchasers and regulators. |
| — | GBS (Gravity Based Structures) offshore concrete structures for oil/gas production |
| — | GBS structures for oil/gas production with oil storage facility |
| — | Floating concrete structures for production of oil/gas. The structure may be of any type floating structure, i.e. Tension leg platform (TLP), Column stabilised units and Barge type units |
| — | Concrete harbours |
| — | Artificial concrete export/import harbours, either floating or fixed and with storage facilities, allowing transport of articles and goods with small boats to the artificial harbour for reloading on large sea going vessels. Cargo may be different types or ore or oil/gas |
| — | Deep water caisson type concrete foundation of bridges |
| — | Floating foundations for bridges, parking houses or storage buildings. |
Sec.1 A
| Table A1 DNV Offshore Service Specifications | |
| Reference | Title |
| DNV-OSS-101 | Rules for Classification of Offshore Drilling and Support Units |
| DNV-OSS-102 | Rules for Classification of Floating Production and Storage Units |
| DNV-OSS-103 | Rules for Classification of LNG/LPG Floating Production and Storage Units or Installations |
| DNV-OSS-121 | Classification Based on Performance Criteria Determined by Risk Assessment Methodology |
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