## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |

### From inside the book

Results 1-3 of 84

Page 112

Such rough and ready considerations lead to a tree diagram in which the joint

probability question is

uncertainties ' which are inherent in any stochastic variable ; that is to say , even

with ...

Such rough and ready considerations lead to a tree diagram in which the joint

probability question is

**represented**by means ... The first**represents**' physicaluncertainties ' which are inherent in any stochastic variable ; that is to say , even

with ...

Page 449

He assumed that a response including drift oscillation of moored floating

structures slow drift oscillation could be

stationary Gaussian random waves . Volterra functional series , and he provided

a closed ...

He assumed that a response including drift oscillation of moored floating

structures slow drift oscillation could be

**represented**by two term subjected tostationary Gaussian random waves . Volterra functional series , and he provided

a closed ...

Page 535

Since the estimate of yn of eq ( 12 ) , ŷn , is

that starting with an arbitrary initial filter coefficient Ho , the filter coefficient H , at

time n will converge in the mean to Hope and will remain stable if the parameter f

...

Since the estimate of yn of eq ( 12 ) , ŷn , is

**represented**by It is important to notethat starting with an arbitrary initial filter coefficient Ho , the filter coefficient H , at

time n will converge in the mean to Hope and will remain stable if the parameter f

...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

HYDRODYNAMIC FORCES | 1 |

WaveCurrent Force on Horizontal Cylinder | 7 |

DoubleFactor Method for the Linearization of Drag Force | 39 |

Copyright | |

45 other sections not shown

### Other editions - View all

### Common terms and phrases

added mass amplitude analysis applied approach approximately assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important in-line included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio reference relative reliability represented respectively response second order separation shear ship shown shows simulation solution structure surface Table term tests theory transverse uncertainty variables varying velocity vertical vortex wave force wave height