## 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 457

Effect of Riser Stiffness Equation ( 1 ) can also be rearranged to give time as a

function of shear

, ) ( € / t - C , / G ( € 2 ) ) ) ( 3 ) Observable in all the graphs , but most prominent in

...

Effect of Riser Stiffness Equation ( 1 ) can also be rearranged to give time as a

function of shear

**stress**and initial strain as in equation ( 3 ) below . t = exp ( ( 1 / c, ) ( € / t - C , / G ( € 2 ) ) ) ( 3 ) Observable in all the graphs , but most prominent in

...

Page 224

However , for fracture mechanics applications the

intersection and through the thickness of the plate ( brace or chord ) is required .

To obtain this influence coefficients for a few points between the saddle and ...

However , for fracture mechanics applications the

**stress**distribution around theintersection and through the thickness of the plate ( brace or chord ) is required .

To obtain this influence coefficients for a few points between the saddle and ...

Page 225

1 ( b )

linear interpolation between log ( Yw ) and log ( a / T ) is suggested . From this it

can ...

1 ( b )

**Stress**distribution through the thickness of the plate at the hot - spot . 3.0**STRESS**INTENSITY FACTOR SOLUTIONS For intermediate crack depths alinear interpolation between log ( Yw ) and log ( a / T ) is suggested . From this it

can ...

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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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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