## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |

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Page 113

Pe ' Pi 9 , 9u х , у yo , Yu : Hydrostatic and internal pressure ( kN / m2 ) : Seabed resistance and ultimate resistance to pipe lateral displacement ( kN / m ) : Cartesian co - ordinates :

Pe ' Pi 9 , 9u х , у yo , Yu : Hydrostatic and internal pressure ( kN / m2 ) : Seabed resistance and ultimate resistance to pipe lateral displacement ( kN / m ) : Cartesian co - ordinates :

**Initial**pipe deflection and pipe break - away ...Page 236

As shown in Figure 2 , the local geometry analysis ( calculation of the structural demand vector ) is intimately related to the generation of the

As shown in Figure 2 , the local geometry analysis ( calculation of the structural demand vector ) is intimately related to the generation of the

**initial**geometry . The kinematic constraints , the kinematic matrix , and the geometric ...Page 151

Proportional and derivative control was used in these

Proportional and derivative control was used in these

**initial**tests , applied to the error signal in the control ler . The compliance values of the RCC device are used as the proportional gain of the servo , while a percentage of the ...### What people are saying - Write a review

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### Contents

PIPELINE DESIGN AND OPERATIONS | 1 |

PIPELINE INDUSTRY OUTLOOK 89 | 69 |

PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |

Copyright | |

8 other sections not shown

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analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone