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 148
... forces , Fa , due to the wave induced and steady current , the inertial force , F , produced by the wave - induced current , and the opposing soil resistance force , which in turn is a function of the lift force , F , arising from the ...
... forces , Fa , due to the wave induced and steady current , the inertial force , F , produced by the wave - induced current , and the opposing soil resistance force , which in turn is a function of the lift force , F , arising from the ...
Page 149
... force that maximises wt in Equation 1. This traditional static approach is ... lift forces , based on a Fourier summation of the wave forces . The forces ... lift forces at each pipe node , for a stationary , unburied pipe . The program ...
... force that maximises wt in Equation 1. This traditional static approach is ... lift forces , based on a Fourier summation of the wave forces . The forces ... lift forces at each pipe node , for a stationary , unburied pipe . The program ...
Page 343
... force balance during the load transfer which is not self evident due to ... lift vessel , the spar hull and the support structures , Fig.3 . Shell ... force peaks at the sea fastenings . The true sea fastening response is typically non ...
... force balance during the load transfer which is not self evident due to ... lift vessel , the spar hull and the support structures , Fig.3 . Shell ... force peaks at the sea fastenings . The true sea fastening response is typically non ...
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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