## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 52

n ( 0 ) - AC ) cos ( or + 0 ( ) + KA2C ) cos ( 206 + 2000 ) ( 6 ) where A ( t ) is the slowly - varying

n ( 0 ) - AC ) cos ( or + 0 ( ) + KA2C ) cos ( 206 + 2000 ) ( 6 ) where A ( t ) is the slowly - varying

**linear**wave amplitude , $ ( t ) is a slowly - varying phase , and o is the mean wave frequency of the random sea , related to the ...Page 53

Distribution of Non -

Distribution of Non -

**Linear**Wave Runup Amplitudes where the right - hand - side is evaluated using the known relationship between A and R in the form 1 R - a - R ( 12 ) 2P1 The probability density function for maximum nonlinear wave ...Page 54

The probability density function of

The probability density function of

**linear**wave runup amplitudes, from equation (13), is also shown. In this case, where ka gives p, =/?///=0.72 (a =0.69), the second- order scattering parameter 2ka= 1.40 gives p2=R2/H = 0.86 03=0.46) ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |

The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimate experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident included increase integral interaction joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameters peak period pile platform potential predicted presented problem random range ratio relative represent Research respectively response ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind