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Additional resources for API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design

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Diffraction theory is reviewed in “Mechanics of Wave Forces on Offshore Structures” by T. Sarpkaya and M. , 1981. A solution of the linear diffraction problem for a vertical cylinder extending from the sea bottom through the free surface (caisson) can be found in “Wave Forces on Piles: A Diffraction Theory,” by R. C. MacCamy and R. A. S. Army Corps of Engineers, Beach Erosion Board, Tech. Memo No. 69, 1954. 11. Global Structure Forces. 2). Slam forces can be neglected because they are nearly vertical.

Evaluation of the intensity and characteristics of ground motion should consider the active faults within the region, the type of faulting, the maximum magnitude of earthquake which can be generated by each fault, the regional seismic activity rate, the proximity of the site to the potential source faults, the attenuation of the ground motion between these faults and the platform site, and the soil conditions at the site. 5. The intensity of ground motion which may occur during a rare intense earthquake should be determined in order to decide whether a special analysis is required to meet the ductility requirements.

Storm generated currents are caused by the wind stress and atmospheric pressure gradient throughout the storm. Current speeds are a complex function of the storm strength and meteorological characteristics, bathymetry and shoreline configuration, and water density profile. In deep water along open coastlines, surface storm current can be roughly estimated to have speeds up to 2–3 percent of the one-hour sustained wind speed during tropical storms and hurricanes and up to 1% of the one-hour sustained wind speed during winter storms or extratropical cyclones.

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