## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 84

Page 372

Pi , and p ; are the effective tension and

nodes . ( Tension refers herein to effective tension . ) The w , are vectors of force /

unit length acting on the cable , and typically represent the submerged cable ...

Pi , and p ; are the effective tension and

**position**vectors , respectively , at the endnodes . ( Tension refers herein to effective tension . ) The w , are vectors of force /

unit length acting on the cable , and typically represent the submerged cable ...

Page 479

BMD FOR DIFFERENT

AND CURRENT 0 20 40 60 80 100 PERCENTAGE OF TOTAL LOAD APPLIED

moment at the

BMD FOR DIFFERENT

**POSITIONS**OF BUOYANCY ( WATER DEPTH = 285 m )AND CURRENT 0 20 40 60 80 100 PERCENTAGE OF TOTAL LOAD APPLIED

moment at the

**position**of buoyancy chamber . Thus it is possible to choose an ...Page 480

The variation of bending moment can be explained as follows . When the

buoyancy chamber

structure is more . Hence the resulting bending moment is more . With the

lowering of the ...

The variation of bending moment can be explained as follows . When the

buoyancy chamber

**position**is near to the water level , the force coming on thestructure is more . Hence the resulting bending moment is more . With the

lowering of the ...

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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