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 129
... structure is generally defined as the ratio of ultimate failure load of the structure to the design load . For a monopod structure , where failure occurs at an easily identifiable location , this value may also be considered to be the ...
... structure is generally defined as the ratio of ultimate failure load of the structure to the design load . For a monopod structure , where failure occurs at an easily identifiable location , this value may also be considered to be the ...
Page 270
... structure . M is the total effective mass of the structure , which include live , dead and hydrodynamic masses ( often the total mass of an offshore structure is about 50 % to 70 % hydrodynamic mass ) . Bo is the design safety index for ...
... structure . M is the total effective mass of the structure , which include live , dead and hydrodynamic masses ( often the total mass of an offshore structure is about 50 % to 70 % hydrodynamic mass ) . Bo is the design safety index for ...
Page 371
... structure , K is factor regarding the redundancy of structure and n is number of persons exposed to risk . Most of the acceptable failure probability proposed so far generally falls between the two extremes and the acceptance criteria ...
... structure , K is factor regarding the redundancy of structure and n is number of persons exposed to risk . Most of the acceptable failure probability proposed so far generally falls between the two extremes and the acceptance criteria ...
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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