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 139
... Concrete 5 Stag 47 Jacket Steel 40 Siri 60 Storage tank Steel 18 Harding 109 Storage tank Concrete 34 Water Depth As shown in the data presented in the Appendix , production jack - ups have been employed in water depths in the range 6 ...
... Concrete 5 Stag 47 Jacket Steel 40 Siri 60 Storage tank Steel 18 Harding 109 Storage tank Concrete 34 Water Depth As shown in the data presented in the Appendix , production jack - ups have been employed in water depths in the range 6 ...
Page 225
... concrete slab are presented in the paper . INTRODUCTION The deterioration of both reinforced and prestressed concrete members in high - impact structures such as offshore and marine structures , bridges and high - rise towers is ...
... concrete slab are presented in the paper . INTRODUCTION The deterioration of both reinforced and prestressed concrete members in high - impact structures such as offshore and marine structures , bridges and high - rise towers is ...
Page 229
... concrete covers for the rebars . Equation ( 19 ) is used to determine , numerically , the time to corrosion initiation * , which is supposed to occur when a critical chloride concentration Cer is exceeded for the first time : C ( t ) ...
... concrete covers for the rebars . Equation ( 19 ) is used to determine , numerically , the time to corrosion initiation * , which is supposed to occur when a critical chloride concentration Cer is exceeded for the first time : C ( t ) ...
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Common terms and phrases
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