## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

Results 1-3 of 68

Page 157

A comparison of some of the proposed redundancy measures is

A comparison of some of the proposed redundancy measures is

**presented**via numerical examples and observations pertaining to the ranges of their applicability are made . INTRODUCTION The need for redundancy in structural systems is now ...Page 196

Estimates of fatigue damage caused by the shear force in one of the legs are

Estimates of fatigue damage caused by the shear force in one of the legs are

**presented**in Table 6 for the different boundary conditions at the two sites . The numbers are normalized by the damage calculated with " normal boundary ...Page 208

The tendon system consists of 4 tendons per leg and 50 joints per tendon . The platform configuration and operational characteristics are

The tendon system consists of 4 tendons per leg and 50 joints per tendon . The platform configuration and operational characteristics are

**presented**in ( 10 ) . a Fra The dimensions of the tendon sections of the example analysed were ...### What people are saying - Write a review

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

### Contents

Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |

Spectral Modelling of Sea States With Multiple Wave Systems | 13 |

Statistical and Physical Models of Nonlinear Random Waves | 23 |

Copyright | |

43 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach approximation assumed bending calculated coefficient component computed condition considered correlation corresponding costs crack damage defects defined density depends described determined developed deviation direction distribution dominated effect element Engineering equation estimated evaluation event example expected expressed factors failure fatigue Figure force frequency function given important increase initial inspection integral joints length limit linear load maintenance material matrix maximum mean measured method normal observed obtained offshore structures parameters peak performed period plate platform possible presented probabilistic probability problem procedure random variables range reliability repair Report represented respectively response safety sample ship shown shows significant simulation spectra standard statistical stochastic storm strength stress structural surface Table tendon term tion uncertainty variables variation vector wave height yield