## 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 210

... due to pulsating pressure distributions of infinite extent on the free surface of both finite and infinite depth wa ters , which usually appear in the second - order diffraction problems , are strictly derived in the

... due to pulsating pressure distributions of infinite extent on the free surface of both finite and infinite depth wa ters , which usually appear in the second - order diffraction problems , are strictly derived in the

**present**paper .Page 244

For the

For the

**present**example truss , when U = 6.0m / s : ti 0.1 Os ( 0 ) 600 500 STRESS ( N / mm ' ) 400 DAF ~ 0.35 The physical explanation to this is that for an impulse of very short duration , a large part of the applied load is resisted ...Page 376

Although results show that design based on quasi - static riser response can be automated by formulating the design as a nonlinear programming problem , the numerical accuracy required by the

Although results show that design based on quasi - static riser response can be automated by formulating the design as a nonlinear programming problem , the numerical accuracy required by the

**present**method results in relatively high ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind