Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 156
... inspections are made to identify damaged or cracked joints . With limited resources and time , the entire population of joints cannot be inspected and an inspection sample must be selected . In inspection planning , the likelihood of ...
... inspections are made to identify damaged or cracked joints . With limited resources and time , the entire population of joints cannot be inspected and an inspection sample must be selected . In inspection planning , the likelihood of ...
Page 267
... inspection times to be considered , the inspection technique ( s ) to be used and the expected repair action . In general , inspection times refers to the number of inspection periods in the scheduling period of interest , denoted here ...
... inspection times to be considered , the inspection technique ( s ) to be used and the expected repair action . In general , inspection times refers to the number of inspection periods in the scheduling period of interest , denoted here ...
Page 320
... inspection sensitivity is increased to a ( 90 ) = 12.5 mm the interval probability of failure has decreased to 0.04 ... inspection sensitivities and intervals in order to satisfy the target reliability . This analysis was performed using ...
... inspection sensitivity is increased to a ( 90 ) = 12.5 mm the interval probability of failure has decreased to 0.04 ... inspection sensitivities and intervals in order to satisfy the target reliability . This analysis was performed using ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind