## 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 101

The seabed is

finite depth . Under the sand bed is incompressible and imper neable boundary .

In 1989 , D . H. Qiu & Li Li got the numer ical solution of hydrodynamio pore -

water ...

The seabed is

**assumed**to consist of homogeneous and isotropio sand with afinite depth . Under the sand bed is incompressible and imper neable boundary .

In 1989 , D . H. Qiu & Li Li got the numer ical solution of hydrodynamio pore -

water ...

Page 68

It is

quality control and a detailed material specification ) . The yield strength o , is

modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) – 15 = 527 MPa

and ...

It is

**assumed**that the standard deviation is 30 MPa ( this presupposes goodquality control and a detailed material specification ) . The yield strength o , is

modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) – 15 = 527 MPa

and ...

Page 251

Equation 2 makes the

description , force prediction , and translation of loading into local ... Note that mis

.

Equation 2 makes the

**assumption**that all of the uncertainty in seastatedescription , force prediction , and translation of loading into local ... Note that mis

**assumed**to be a constant and the S - N curve is taken to have no endurance limit.

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### Contents

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

HYDRODYNAMIC FORCES | 47 |

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

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation 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 second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind