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
... storm with loss of the ship ( 5 ) Project 2 . 1 1 13 1 2 21-88 Project 3 . 21-88 12 2111 3 1 1 3 4 . Project 2 550A ... storm with loss of the ship ( 5 ) Fracture in storm with loss of the ship ( 5 ) Fracture in storm with loss of the ...
... storm with loss of the ship ( 5 ) Project 2 . 1 1 13 1 2 21-88 Project 3 . 21-88 12 2111 3 1 1 3 4 . Project 2 550A ... storm with loss of the ship ( 5 ) Fracture in storm with loss of the ship ( 5 ) Fracture in storm with loss of the ...
Page 325
... storm surge conditions . Two basic alternative methods are available to determine the design extremes : the historical storm approach and the Monte - Carlo approach ( see Hurdle and van Vledder , 1998 ) . The historical storm method is ...
... storm surge conditions . Two basic alternative methods are available to determine the design extremes : the historical storm approach and the Monte - Carlo approach ( see Hurdle and van Vledder , 1998 ) . The historical storm method is ...
Page 327
... storms for the historical storm approach ( see section below ) . The remaining 3 of these storms were weak storms moving from East to West that did not cross the 15 ° N line . The Figure shows that between 91 ° E and 95 ° E the ...
... storms for the historical storm approach ( see section below ) . The remaining 3 of these storms were weak storms moving from East to West that did not cross the 15 ° N line . The Figure shows that between 91 ° E and 95 ° E the ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind