By American Petroleum Institute
Read or Download API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design PDF
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Additional resources for API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design
Bering Sea Oceanographic Measurement Program,” Intersea Research Corporation, 1976-1978. , 1970. “St. , 1983. Beaufort/Chukchi “Climatic Atlas of the Outer Continental Shelf Waters and Coastal Regions of Alaska, Vol. III, Chukchi-Beaufort Seas,” W. A. ** **Estimates of extreme wave heights in these references are erroneous. , 1982. , 1979. It should be recognized that these provisions represent the state-of-the-art, and that a structure adequately sized and proportioned for overall stiffness, ductility, and adequate strength at the joints, and which incorporates good detailing and welding practices, is the best assurance of good performance during earthquake shaking.
Local member stresses are due to both local hydrodynamic forces and loads transferred from the rest of the structure. Locally generated forces include not only the drag and inertia forces modeled by Morison’s equation (Eq. 1-1), but also lift forces, axial Froude-Krylov forces, and buoyancy and weight. Horizontal members near storm mean water level will also experience vertical slam forces as a wave passes. Both lift and slam forces can dynamically excite individual members, thereby increasing stresses (see Commentary).
The relative magnitude of these components, and thus their importance for computing loads, varies with offshore location. Tidal currents are generally weak in deep water past the shelf break. 3 m/s) along any open coastline. , surface values of about 10 ft/s (3 m/s) can occur in Cook Inlet. Circulational currents are relatively steady, large scale features of the general oceanic circulation. Examples include the Gulf Stream in the Atlantic Ocean and the Loop Current in the Gulf of Mexico where surface velocities can be in the range of about 3–6 ft/s (1–2 m/s).
API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design by American Petroleum Institute