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 353
... structure shown in Fig . 2 are Young's modulus E = 200,000 [ N / mm2 ] ... structure can be expressed by using FEM - Aided Smith's method . ( y - const . ) ( v ... floating Fig . 3 Finite element models of structural elements . structure ...
... structure shown in Fig . 2 are Young's modulus E = 200,000 [ N / mm2 ] ... structure can be expressed by using FEM - Aided Smith's method . ( y - const . ) ( v ... floating Fig . 3 Finite element models of structural elements . structure ...
Page 367
... Floating Structure ( VLFS ) has been developed by Technological Research Association of Mega - float . The VLFS is a type of structure which consists of floater and moorings and breakwater is added to this system if necessary . When a ...
... Floating Structure ( VLFS ) has been developed by Technological Research Association of Mega - float . The VLFS is a type of structure which consists of floater and moorings and breakwater is added to this system if necessary . When a ...
Page 373
... Floating Structure ( in Japanese ) , Offshore Structure Division of Ocean Engineering Committee of the Society of Naval Architects , Society of Naval Architecture of Japan , Vol.184 , 1998 . [ 2 ] J.Morimura : Evaluation of Safety of ...
... Floating Structure ( in Japanese ) , Offshore Structure Division of Ocean Engineering Committee of the Society of Naval Architects , Society of Naval Architecture of Japan , Vol.184 , 1998 . [ 2 ] J.Morimura : Evaluation of Safety of ...
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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