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 55
9 | Level of consequences ( C ) Fracture in storm with loss of the ship ( 5 )
Grounding with fracture of the hull . ( 5 ) 21 - 88 3 1 2 Project 1 21 - 88 Project 1 |
2111 21 - 88 Project 550A Project 550A Project 1577 Project 1565 Project 1 2 2 2
1557 ...
9 | Level of consequences ( C ) Fracture in storm with loss of the ship ( 5 )
Grounding with fracture of the hull . ( 5 ) 21 - 88 3 1 2 Project 1 21 - 88 Project 1 |
2111 21 - 88 Project 550A Project 550A Project 1577 Project 1565 Project 1 2 2 2
1557 ...
Page 325
Alkyon Hydraulic Consultancy and Research b . v . , The Netherlands
ABSTRACT In areas where tropical cyclones occur , they usually determine the
design extremes for wind , wave and storm surge conditions . Two basic
alternative methods ...
Alkyon Hydraulic Consultancy and Research b . v . , The Netherlands
ABSTRACT In areas where tropical cyclones occur , they usually determine the
design extremes for wind , wave and storm surge conditions . Two basic
alternative methods ...
Page 327
The value of R was calculated for the available storms , the values were sorted
and the corresponding cumulative ... Figure 4 also shows the distribution for 13 of
the 16 candidate storms for the historical storm approach ( see section below ) .
The value of R was calculated for the available storms , the values were sorted
and the corresponding cumulative ... Figure 4 also shows the distribution for 13 of
the 16 candidate storms for the historical storm approach ( see section below ) .
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical storm strength stress structure surface Table theory typical uncertainty variables wave height wind