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 300
... unit length μ central moment of displacement response fon ( x , z , 1 ) zero - mean equivalent cubic force per unit length v ( x , z , t ) relative fluid - structure velocity f ( x , z , t ) F ( X , 1 ) inertia force per unit length v ...
... unit length μ central moment of displacement response fon ( x , z , 1 ) zero - mean equivalent cubic force per unit length v ( x , z , t ) relative fluid - structure velocity f ( x , z , t ) F ( X , 1 ) inertia force per unit length v ...
Page 353
... unit A. = Material properties of the local structure shown in Fig . 2 are Young's modulus E = 200,000 [ N / mm2 ] , yield stress σ Y = 275 [ N / mm2 ] , and plate thickness 12.5 [ mm ] . Bending rigidity and fully plastic moment of this ...
... unit A. = Material properties of the local structure shown in Fig . 2 are Young's modulus E = 200,000 [ N / mm2 ] , yield stress σ Y = 275 [ N / mm2 ] , and plate thickness 12.5 [ mm ] . Bending rigidity and fully plastic moment of this ...
Page 443
... UNITS Hai - Hong Sun and C. Guedes Soares Unit of Marine Technology and Engineering , Technical University of Lisbon Instituto Superior Técnico , Av . Rovisco Pais , 1049-001 Lisboa , Portugal Fax : ( 351 ) -21-8474015 E - mail : hhsun ...
... UNITS Hai - Hong Sun and C. Guedes Soares Unit of Marine Technology and Engineering , Technical University of Lisbon Instituto Superior Técnico , Av . Rovisco Pais , 1049-001 Lisboa , Portugal Fax : ( 351 ) -21-8474015 E - mail : hhsun ...
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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