## 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 617

0 = Water depth ( m ) 0.246 200 0.198 / 0-3 400 , 700 1000 0-149.1 range = 0.127

0 = Water depth ( m ) 0.246 200 0.198 / 0-3 400 , 700 1000 0-149.1 range = 0.127

**mean**0-256 Water depth = 1600 m 0.20+ 1000 m 39 mm OD strand**Mean**axial load = 0-42 MN W = 0.12 no 引。 U 1400m Energy loss per cycle Maximum elastic ...Page 138

It should be noted , however , that this approximation by no

It should be noted , however , that this approximation by no

**means**suggests that the contribution of the low ... total number of discretized platform elements below and above the**mean**water level , respectively , and Tn denotes the nth ...Page 208

Fatigue Test Data Scatter Band - Predicted

Fatigue Test Data Scatter Band - Predicted

**Mean**and**Mean**25 Predicted**Mean**and**Mean**2s by Engesvik and Moan statistical regularities of SA , and SB should be determined , together m m fmax 100 with the statistical regularity of O ...### 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 | |

30 other sections not shown

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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