## 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 422

The loads acting on offshore structures comprise of : 1 . static loads , 2 .

environmental loads , 3 . seismic

subjected to cyclic

soils .

The loads acting on offshore structures comprise of : 1 . static loads , 2 .

environmental loads , 3 . seismic

**load**, and 4 ... Consequently , the structure issubjected to cyclic

**loading**with cyclic shear stresses transferred to the foundationsoils .

Page 40

depend on the spectral parameters and have to be ' calculated ' separately for

each stress spectra or each block of

R.H.S can now be calculated from the nominal cyclic stresses alone , regardless

of ...

depend on the spectral parameters and have to be ' calculated ' separately for

each stress spectra or each block of

**loading**. However , the**loading**term on theR.H.S can now be calculated from the nominal cyclic stresses alone , regardless

of ...

Page 200

But before going further in the discussion, the alternative method for determining

the equivalent

stress intensity factor range n by the mean damage method is an average AK

with ...

But before going further in the discussion, the alternative method for determining

the equivalent

**loading**shall be introduced. The damage method: be equivalentstress intensity factor range n by the mean damage method is an average AK

with ...

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### Contents

HYDRODYNAMIC FORCES | 47 |

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

K S Varyani | 79 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

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