## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 51

Justesen's data are reproduced here only for two Reynolds numbers ( Re 250,000 and 500,000 , for sake of comparison at similar Reynolds numbers and also for clarity ) even though he obtained data in the

Justesen's data are reproduced here only for two Reynolds numbers ( Re 250,000 and 500,000 , for sake of comparison at similar Reynolds numbers and also for clarity ) even though he obtained data in the

**range**2.5x105 < Re < 1x106 with k ...Page 122

4 ( 1 ) ( 21 ) 445 where Sn ( f ) is the energy density at a frequency fin the spectral

4 ( 1 ) ( 21 ) 445 where Sn ( f ) is the energy density at a frequency fin the spectral

**range**. The wave height at this frequency is obtained as For the three frequency**ranges**chosen to simulate P.M. spectrum , four different runs ...Page 35

2.2 Probability Distribution of Stress

2.2 Probability Distribution of Stress

**Ranges**A probability distribution for stress**ranges**of a broad - banded ... Based on the above assumptions it is clear that a probability density function for stress**range**can be obtained from the ...### What people are saying - Write a review

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### Contents

DESIGN METHODS OF STRUCTURES | 10 |

OCEAN WAVES | 11 |

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

Copyright | |

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### Common terms and phrases

added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind