## 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 85

Page 60

( 1989 ) presented an approximate procedure for calculating the combined

( 1989 ) presented an approximate procedure for calculating the combined

**response**distribution , which was much easier to use . Their method seems to give good results for the case of pure wave drift**response**, for which an exact ...Page 80

This paper discusses features of the modelling of the postaccident

This paper discusses features of the modelling of the postaccident

**response**of offshore structural systems that incorporate restraint fuse elements in their design and also draws upon experimental observation of this condition from the ...Page 82

The alongwave

The alongwave

**response**natural circular frequencies before and after activation of the fuse condition for this test were : W. = 3.5 / sec and W - 1.45 / sec , respectively ) . Figure 4 provides a more detailed representation of the ...### 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