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 72
... acceleration at 1.0 second ( at 5 % damping ) , S. ( 1 ) , is used to gauge the exposure of an offshore platform to seismic events . acceleration is used to assess seismic exposure , both spectral accelerations are used to construct the ...
... acceleration at 1.0 second ( at 5 % damping ) , S. ( 1 ) , is used to gauge the exposure of an offshore platform to seismic events . acceleration is used to assess seismic exposure , both spectral accelerations are used to construct the ...
Page 75
... acceleration at the dominant period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction factor is applied in Figure 2 on the ...
... acceleration at the dominant period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction factor is applied in Figure 2 on the ...
Page 273
... acceleration ground motion ) was evaluated to be 1.1 and finally those associated to platform performance ( mass ... acceleration response spectra for the three basic earthquake sources considered and their vertical acceleration response ...
... acceleration ground motion ) was evaluated to be 1.1 and finally those associated to platform performance ( mass ... acceleration response spectra for the three basic earthquake sources considered and their vertical acceleration response ...
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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