## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 67

Page 244

For the present example truss , when U = 6.0m / s : ti 0.1 Os ( 0 ) 600 500

impulse of very short duration , a large part of the applied load is resisted by the

inertia ...

For the present example truss , when U = 6.0m / s : ti 0.1 Os ( 0 ) 600 500

**STRESS**( N / mm ' ) 400 DAF ~ 0.35 The physical explanation to this is that for animpulse of very short duration , a large part of the applied load is resisted by the

inertia ...

Page 206

Om KA f max Or Local ( notch root ) mean

distribution function = 1 +.00325 aa 5.0.9 20.5 = 1 +.00325 aB 30 : 940.5 where A

and B ...

Om KA f max Or Local ( notch root ) mean

**stress**Local ( notch root ) residual**stress**Weld flank angle Standard deviation of the log - normal probabilitydistribution function = 1 +.00325 aa 5.0.9 20.5 = 1 +.00325 aB 30 : 940.5 where A

and B ...

Page 230

The model uses simplified parametric formulae to establish the

in tubular joints in the thickness direction and around the welded intersection .

The

...

The model uses simplified parametric formulae to establish the

**stress**distributionin tubular joints in the thickness direction and around the welded intersection .

The

**stress**intensity factors obtained from classical plate solutions with additional...

### What people are saying - Write a review

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

### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

45 other sections not shown

### Other editions - View all

### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind