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 297
... determined at the position of measurement assuming a 2 - D and a 3 - D seastate , respectively . The seastates are determined by a JONSWAP spectrum with y = 3.3 and s = 1 in the directional spreading function for the 3 - D seastate ...
... determined at the position of measurement assuming a 2 - D and a 3 - D seastate , respectively . The seastates are determined by a JONSWAP spectrum with y = 3.3 and s = 1 in the directional spreading function for the 3 - D seastate ...
Page 249
... determined . Using the relative number of cycles in each block with respect tot the total number of cycles an average crack growth rate for the total spectrum can be determined according to equation ( 14 ) . 4 . 5 . E ( AK ) C ( AK ) ...
... determined . Using the relative number of cycles in each block with respect tot the total number of cycles an average crack growth rate for the total spectrum can be determined according to equation ( 14 ) . 4 . 5 . E ( AK ) C ( AK ) ...
Page 309
... determined by comparing the maximum principal tensile stress with an experimentally determined threshold value below which brittle failure is precluded . Such threshold values are illustrated in Watkins and Vaugn ( 1985 ) . It should be ...
... determined by comparing the maximum principal tensile stress with an experimentally determined threshold value below which brittle failure is precluded . Such threshold values are illustrated in Watkins and Vaugn ( 1985 ) . It should be ...
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