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The Irregular Breaking Wave Forces on Vertical Wall
WaveInduced Soil Response at the Tip of a Breakwater
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amplitude analysis angle applied approach assumed body boundary cable calculated coefficients compared components computed connected considered corresponding cylinder damping developed diameter direction displacement distribution drag dynamic effect element Engineering equations estimated evaluation excitation experimental experiments expressed field Figure floating flow fluid force frequency function given height horizontal hydrodynamic incident increase installation integral interaction length linear load mass maximum mean measured method mode mooring mooring line motion nonlinear numerical observed obtained Offshore operation oscillation parameters performance period piles pipe platform position potential predicted present pressure problem production range reduced region respectively response riser ship shown shows simulation solution speed stepped stress string structure surface surge Table Technology tension theory velocity vertical vessel water depth wave