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 3
... anchor locations to select an optimum riser length and the results for the selected configuration are given below : Total length of riser from top end to riser anchor point is 700m . Uniform wall thickness is 20mm Top angle varies from ...
... anchor locations to select an optimum riser length and the results for the selected configuration are given below : Total length of riser from top end to riser anchor point is 700m . Uniform wall thickness is 20mm Top angle varies from ...
Page 4
... anchor point is 1350m . Uniform wall thickness is 25mm . Top angle varies from 10 ° to 23 ° from vertical under static loads . Maximum static top tension is 2361 KN . Touch down length is 140m in vessel far position . Maximum von mises ...
... anchor point is 1350m . Uniform wall thickness is 25mm . Top angle varies from 10 ° to 23 ° from vertical under static loads . Maximum static top tension is 2361 KN . Touch down length is 140m in vessel far position . Maximum von mises ...
Page 5
... anchor point is 1500m . Wall thickness is 32mm in upper 400m and 16mm in lower 1100m lengths . Top angle varies from 12 ° to 28 ° from vertical under static loads . Maximum static top tension is 1874 KN . Touch down length is 140m in ...
... anchor point is 1500m . Wall thickness is 32mm in upper 400m and 16mm in lower 1100m lengths . Top angle varies from 12 ° to 28 ° from vertical under static loads . Maximum static top tension is 1874 KN . Touch down length is 140m in ...
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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