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 29
... acting on the structure ; most of these will be functions of time and hence will be best described by a random process . A typical realisation of one such process is shown in Figure 2. This also shows the corresponding probability ...
... acting on the structure ; most of these will be functions of time and hence will be best described by a random process . A typical realisation of one such process is shown in Figure 2. This also shows the corresponding probability ...
Page 152
... acting normal to the pipeline is the design Us . - A similar technique is employed for the steady current i.e. the steady current associated with each sea state is binned into a directional sector , extreme value analysis is performed ...
... acting normal to the pipeline is the design Us . - A similar technique is employed for the steady current i.e. the steady current associated with each sea state is binned into a directional sector , extreme value analysis is performed ...
Page 366
... acting on jacket structures mainly consist of static deck loads and wave induced loads . Wave induced loads on the structure composed of slender cylindrical members are estimated by Morison's formula [ 4 , 5 ] : Lx = $ p ( CmAv2 + ( 1/2 ) ...
... acting on jacket structures mainly consist of static deck loads and wave induced loads . Wave induced loads on the structure composed of slender cylindrical members are estimated by Morison's formula [ 4 , 5 ] : Lx = $ p ( CmAv2 + ( 1/2 ) ...
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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