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Probability Distribution Models
Waves Current and Wind
Wave Loading on Structures
6 other sections not shown
amplitude analysis approximation ASCE assumed breaking wave coefficient components computed corresponding cosh crest deep water defined derived displacement drag force drift force Engineering equation of motion example expression extreme value first-order fluid force amplitudes force spectrum formula free surface Gaussian Gaussian process given horizontal hydrodynamic integral joint probability density lift force linear log-normal distribution long-term Longuet-Higgins low frequency method mooring line Morison equation narrow-band non-Gaussian nondimensional nonlinear damping normal obtained ocean wave Ochi offshore structure Offshore Technology Conference oscillation parameter peak prediction probability density function random variable random wave Rayleigh distribution regular waves response riser second-order short-term shown in Fig significant wave height solution spectra standard deviation statistical tower transfer function velocity potential vertical cylinder water particle velocity wave amplitude Wave Forces wave period wave profile wave spectrum wave theory Weibull Weibull distribution zero