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 120
... resistance can often only be achieved by a detailed consideration of structural mechanics . For instance , in a very simple case , such as failure due to pipewall yielding , the load is readily defined as the hoop stress and the resistance ...
... resistance can often only be achieved by a detailed consideration of structural mechanics . For instance , in a very simple case , such as failure due to pipewall yielding , the load is readily defined as the hoop stress and the resistance ...
Page 235
... Resistance Natural variability σR1 0.1 Modelling uncertainty 0.1 σ R2 Total Resistance OnR 0.14 Resultant Uin W 1.41 Figure 2 : Braced monopod structure . The mean water depth was chosen as 41.0 metres and the central caisson of the ...
... Resistance Natural variability σR1 0.1 Modelling uncertainty 0.1 σ R2 Total Resistance OnR 0.14 Resultant Uin W 1.41 Figure 2 : Braced monopod structure . The mean water depth was chosen as 41.0 metres and the central caisson of the ...
Page 310
... resistance . The calculation of temperature development in members is the most challenging part . The standard gives some simple rules for both unprotected and protected members . For more exact calculations finite element methods have ...
... resistance . The calculation of temperature development in members is the most challenging part . The standard gives some simple rules for both unprotected and protected members . For more exact calculations finite element methods have ...
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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