## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 506

estimate of return wave height the influence of short - term wave height variability

within a

the wave height will not exceed h in a random

estimate of return wave height the influence of short - term wave height variability

within a

**storm**should be taken into account [ 7 , 12 , 17 , 19 ) . The probability thatthe wave height will not exceed h in a random

**storm**may be obtained from ...Page 509

TABLE 2 : DAMAGE FROM MPV MARGINAL ORDER STATISTICS COMPARED

WITH MEAN DAMAGE IN AN EXTREME

direction is included in the load history . The motivation behind this will become ...

TABLE 2 : DAMAGE FROM MPV MARGINAL ORDER STATISTICS COMPARED

WITH MEAN DAMAGE IN AN EXTREME

**STORM storm**loading from eitherdirection is included in the load history . The motivation behind this will become ...

Page 512

3 Summary The following summarises the above encompasses both cyclic

models . and hence this procedure will produce an artificially large

period greater than Tr . Finally , if the ' traditional ' method for individual wave

height ...

3 Summary The following summarises the above encompasses both cyclic

models . and hence this procedure will produce an artificially large

**storm**of returnperiod greater than Tr . Finally , if the ' traditional ' method for individual wave

height ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

16 other sections not shown

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### Common terms and phrases

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