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The electronic pdf versions of the documents found through http://www.dnv.com/ are the officially binding versions. Copyright Det Norske Veritas.
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DNV-OS-C502 Offshore Concrete Structures |
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| Sec.5: Loads and Analyses Requirements |
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| A: Requirements to Design |
| A100: General |
| A200: Structural requirements |
| A300: Design principles |
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| B: Load and Load Effects |
| B100: General |
| B200: Environmental loads |
| B300: Extreme wave loads |
| B400: Diffraction analysis |
| B500: Additional requirements for dynamic analysis under wave load |
| B600: Model testing |
| B700: Current load |
| B800: Wind Loads |
| B900: Functional loads |
| B1000: Accidental loads |
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| C: Load Combinations and Partial Safety Factors |
| C100: Partial load factors, gF |
| C200: Combinations of loads |
| C300: Consequence of failure |
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| D: Structural Analysis |
| D100: General |
| D200: Modulus of elasticity to be used in load effect analyses |
| D300: Effects of temperature, shrinkage, creep and relaxation |
| D400: Special load effects |
| D500: Physical representation |
| D600: Loads |
| D700: Mass simulation |
| D800: Damping |
| D900: Linear elastic static analysis |
| D1000: Dynamic analysis |
| D1100: Pseudo-static analysis |
| D1200: Non-linear analysis |
| D1300: Probabilistic analysis |
| D1400: Reliability analysis |
| D1500: Analyses requirements |
| D1600: Analysis of construction stages |
| D1700: Transportation analysis |
| D1800: Installation and deck mating analysis |
| D1900: In-service strength and serviceability analyses |
| D2000: Fatigue analysis |
| D2100: Seismic analysis |
| D2200: Accidental and overload analyses |
| D2300: Platform removal/reuse |
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| E: Topside Interface Design |
| E100: Introduction |
| E200: Basis for design |
| E300: Deck/shaft structural connection |
| E400: Topsides - substructures mating |
| E500: Transportation |
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| F: Barge Type Structures |
| F100: General |
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