## 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 54

This last ratio accounts for nonlinear wave-structure interaction through both the second-order mean runup and the ... the linear wave runup amplitudes exceed the significant

This last ratio accounts for nonlinear wave-structure interaction through both the second-order mean runup and the ... the linear wave runup amplitudes exceed the significant

**wave height**2.2% of the time and may reach as high as about ...Page 132

Table 4 - The mean relative error (MRE) and standard deviation of the error (0£) of the simulated significant

Table 4 - The mean relative error (MRE) and standard deviation of the error (0£) of the simulated significant

**wave height**, with the two alternative input wind (+mrew(dn) and -mrew(dn)) relatively to the reference values.Page 212

In particular , the distribution of the wave periods conditional on the

In particular , the distribution of the wave periods conditional on the

**wave height**has been corrected by an ... Afterwards , this distribution , together with the marginal distribution of visually observed**wave heights**, was used to ...### 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 | |

26 other sections not shown

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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