## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 121

The distribution pla ) is generally derived from

have been found in welds made using similar ... This effect on p ( a ) can be

accommodated by considering the

that E ...

The distribution pla ) is generally derived from

**measurements**of defects whichhave been found in welds made using similar ... This effect on p ( a ) can be

accommodated by considering the

**measured**depth am to include an error ε , sothat E ...

Page 386

The reference generates smooth reference trajectories for the vessel to follow .

The optimal position of the vessel , Nopi , can be computed by taking the riser

angle criteria into account , based on the

time .

The reference generates smooth reference trajectories for the vessel to follow .

The optimal position of the vessel , Nopi , can be computed by taking the riser

angle criteria into account , based on the

**measured**values of the angles at anytime .

Page 451

Proceedings of OMAE ' 01 : 20 " International Conference on Offshore Mechanics

and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil PROBABILITY

DISTRIBUTIONS OF WAVE HEIGHTS AND PERIODS IN

Proceedings of OMAE ' 01 : 20 " International Conference on Offshore Mechanics

and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil PROBABILITY

DISTRIBUTIONS OF WAVE HEIGHTS AND PERIODS IN

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind