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 150
... weight - too small a weight will produce unacceptable displacements and stress , and too large a weight will result in overly conservative concrete weight coating . The appropriate response parameter for the dynamic response is ...
... weight - too small a weight will produce unacceptable displacements and stress , and too large a weight will result in overly conservative concrete weight coating . The appropriate response parameter for the dynamic response is ...
Page 151
... weight response function was obtained by calibrating the result of simulations of the pipeline response for 350 ... weight responses was found to be given by the following function . wt = a + a‚U2 + a2U2 ( 3 ) The exponent 2 of Us and Uc ...
... weight response function was obtained by calibrating the result of simulations of the pipeline response for 350 ... weight responses was found to be given by the following function . wt = a + a‚U2 + a2U2 ( 3 ) The exponent 2 of Us and Uc ...
Page 154
... weight as the defining ' response ' parameter for on - bottom stability suggests a similarly novel definition for the ' limit state ' - specifically one based on the pipe weight . That is , a particular pipe weight is required to keep ...
... weight as the defining ' response ' parameter for on - bottom stability suggests a similarly novel definition for the ' limit state ' - specifically one based on the pipe weight . That is , a particular pipe weight is required to keep ...
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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