## 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 42

The fourth was in some 285m of water and was used to check the inertial load

associated with earthquake design and to derive seismic load and resistance

The fourth was in some 285m of water and was used to check the inertial load

**factor**, covering dynamic effects. ... used in the calibration of the uncertaintiesassociated with earthquake design and to derive seismic load and resistance

**factors**.Page 225

For a 45 ' non - load carrying fillet weld the Yw

T ) 0.063 ( a / T ) -0.2 -0.2795 for a / T < 0.05 ... The calculation of stress intensity

For a 45 ' non - load carrying fillet weld the Yw

**factor**is given by Yw – 0.7297 ( lv /T ) 0.063 ( a / T ) -0.2 -0.2795 for a / T < 0.05 ... The calculation of stress intensity

**factors**for tubular joint cracks is an extremely difficult task owing to the complex ...Page 263

U = { u ,, Ug , ... , Um } ( 38 ) is a

alter the value of X or Cx . where ( i = 1,2 ... For instance , the random variables

that describe the uncertainties of NDT are influenced by such

availability ...

U = { u ,, Ug , ... , Um } ( 38 ) is a

**factor**set that_consists of the**factors**that wouldalter the value of X or Cx . where ( i = 1,2 ... For instance , the random variables

that describe the uncertainties of NDT are influenced by such

**factors**asavailability ...

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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 | |

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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