## 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 stress and initial

, ) ( € / 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 467

In other words ,

bending loads . ... P KA WWWWWWWWWW ка So far , measured and calculated

In other words ,

**strains**appear locally in the vicinity of intersection in the case ofbending loads . ... P KA WWWWWWWWWW ка So far , measured and calculated

**strain**distribution patterns in structural elements have been discussed . In other ...Page 468

in - plane bending load Principal

specimen - G are gererally small because it is reinforced by both diaphram and

piercing brace . tension = 686 N 200 micro z ( mm ) crown point 50 0 100 150 Eo

( u ) ...

in - plane bending load Principal

**Strain**Distributions in Diaphram ...**Strains**ofspecimen - G are gererally small because it is reinforced by both diaphram and

piercing brace . tension = 686 N 200 micro z ( mm ) crown point 50 0 100 150 Eo

( u ) ...

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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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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