## 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

2 " Q LINEAR RUNUP 0.5 1 1.5 AMPLITUDE/

2 " Q LINEAR RUNUP 0.5 1 1.5 AMPLITUDE/

**SIGNIFICANT**HEIGHT Figure 6. Example of Linear and Nonlinear Probability Density Functions for Wave Runup. AMPLITUDE/**SIGNIFICANT**HEIGHT Figure 7. Integrated Probability Distributions for Linear and ...Page 132

DAY 0.251 0.034 NIGHT 0.504 0.121 -MREW ( DN ) TOTAL 0.270 0.097 DAY 0.216 0.054 NIGHT 0.349 0.093 Table 4 - The mean relative error ( MRE ) and standard deviation of the error ( Ce ) of the simulated

DAY 0.251 0.034 NIGHT 0.504 0.121 -MREW ( DN ) TOTAL 0.270 0.097 DAY 0.216 0.054 NIGHT 0.349 0.093 Table 4 - The mean relative error ( MRE ) and standard deviation of the error ( Ce ) of the simulated

**significant**wave height , with the ...Page 132

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

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.### 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