Abstract
Design criteria and their implementation in the FNPP when subjected to dynamic effects are discussed. The FNPP idea was proposed in the late 1960's because of site flexibility, immediate abundance of water, possible decoupling from seismic shock, and because the concept lends itself to a high level of standardization. The FNPP, when located offshore, must be protected by a breakwater to which it is permanently fastened by a mooring system. The dynamic considerations affecting the design of the FNPP are due to natural phenomena, accidents, and man‐made adverse conditions. Tornadoes, hurricanes, tsunami waves, and ice loading are considered for both safe operation and safe shutdown of the plant. Earthquakes, sub‐marine slides, and underwater currents are considered for the breakwater design as well as for their effect on the FNPP through the mooring system. The above conditions are investigated by model test and analysis of the seabed‐fluid‐structure interaction. Accident conditions such as ship collisions with the breakwater, shipping accidents resulting in air blast, and aircraft crash are examined by statistical and probability methods and by structural testing and analysis.
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