## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

### From inside the book

Results 1-3 of 92

Page 83

The rope is precycled as for break testing ( described above ) before conducting

these stiffness tests . This is followed by a three step stiffness measurement

program as follows : Change - in -

The rope is precycled as for break testing ( described above ) before conducting

these stiffness tests . This is followed by a three step stiffness measurement

program as follows : Change - in -

**Length**Testing Three different change - in -**length**...Page 291

Let us define an equivalent participating mass , M and a participating

M = P L in which P is the pipe mass density per unit

collision force , F , simulated in the time domain leads to the participating mass

and ...

Let us define an equivalent participating mass , M and a participating

**length**, L (M = P L in which P is the pipe mass density per unit

**length**) . Then the peakcollision force , F , simulated in the time domain leads to the participating mass

and ...

Page 304

Once distance dy is defined , the desired

obtained from equation ( 7 ) . The

to reduce the weight of the mooring line , while the

comprise ...

Once distance dy is defined , the desired

**length**of the mooring line lwr can beobtained from equation ( 7 ) . The

**length**of UC is generally as short as possibleto reduce the weight of the mooring line , while the

**length**of SFR shouldcomprise ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |

A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |

Copyright | |

68 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind