## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 34

solution for x ( t ) is straightforward to

solution for x ( t ) is straightforward to

**obtain**, and it is not discussed further here . ... ( sri - Tri ) / M , i , and $ ; = 8ri / 2M ri Wnio The transverse response is**obtained**in closed form by superposition of the modal solution ...Page 65

The maximum effect is

The maximum effect is

**obtained**when o = 0,2 / 2 , in which case yielding will A ' H ' start simultaneously at the compression and the tension faces , see also Ref./61 , and the design criterion reduces to : expansion can be**obtained**by ...Page 458

When Fx ( x ) itself is an extremal distribution , ( Fx ( x ) ) k can be

When Fx ( x ) itself is an extremal distribution , ( Fx ( x ) ) k can be

**obtained**from Fx ( x ) by translation and scaling of its parameters . This is expressed by the following relationship ( e.g. , Gumbel 1958 , Galambos 1978 ) and ...### What people are saying - Write a review

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### Contents

OFFSHORE | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |

OFFSHORE TECHNOLOGY | 98 |

Copyright | |

12 other sections not shown

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### Common terms and phrases

additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield