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 143
... stress range domain into N intervals with equal probability of occurrence , notably 1 / N . Let the stress ratio for each of these intervals be given as the stress ratio corresponding to the stress range at the midpoint of the ...
... stress range domain into N intervals with equal probability of occurrence , notably 1 / N . Let the stress ratio for each of these intervals be given as the stress ratio corresponding to the stress range at the midpoint of the ...
Page 162
... stress process is non - stationary . However , the long term descrip- tion of the stress process can be treated as a sequence of a stationary short term periods ( sea states ) . The ... stress process , the expected value of the stress 162.
... stress process is non - stationary . However , the long term descrip- tion of the stress process can be treated as a sequence of a stationary short term periods ( sea states ) . The ... stress process , the expected value of the stress 162.
Page 346
... stress , and s2 as the $ 1 normal stress . c , is the structural capacity for hoop stress alone , c2 is the structural capacity for normal stress alone , and k is an interaction coeffi- cient . c1 , c2 , and re3 are capacity model uncer ...
... stress , and s2 as the $ 1 normal stress . c , is the structural capacity for hoop stress alone , c2 is the structural capacity for normal stress alone , and k is an interaction coeffi- cient . c1 , c2 , and re3 are capacity model uncer ...
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