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 74
... soil conditions at the site in terms of an average shear - wave velocity in the top 30m of soil . The site shear wave velocity and the type of soil is used to categorize the soil into four different classes ( A , B , C , and D ) . The ...
... soil conditions at the site in terms of an average shear - wave velocity in the top 30m of soil . The site shear wave velocity and the type of soil is used to categorize the soil into four different classes ( A , B , C , and D ) . The ...
Page 269
... soil - structure interaction developed on earthquake ground motion . The uncertainties on the dynamic soil characteristics and those associated with the platform behavior ( mass , stiffness , damping ) in which their values are assigned ...
... soil - structure interaction developed on earthquake ground motion . The uncertainties on the dynamic soil characteristics and those associated with the platform behavior ( mass , stiffness , damping ) in which their values are assigned ...
Page 273
... soil conditions were taken to be 0.5 , this one corresponds to seismic environment ( standard deviation of the ... soil - structure interaction effect , dynamic soil properties , offshore performance under seismic load ( non - linear ...
... soil conditions were taken to be 0.5 , this one corresponds to seismic environment ( standard deviation of the ... soil - structure interaction effect , dynamic soil properties , offshore performance under seismic load ( non - linear ...
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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