Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 72
Page 309
... period of the wave frequency motion was set at 1.75 seconds , while four periods were successively considered for the low frequency motion : 5 , 10 , 15 and 20 seconds . Assuming a Froude scale of 1:64 , so that the wave period is 14 ...
... period of the wave frequency motion was set at 1.75 seconds , while four periods were successively considered for the low frequency motion : 5 , 10 , 15 and 20 seconds . Assuming a Froude scale of 1:64 , so that the wave period is 14 ...
Page 267
... periods in the scheduling period of interest , denoted here by IP1 to IPN . However in order to be able to gauge whether the optimum inspection time for a joint is well beyond the scheduling period , the possible inspection times must ...
... periods in the scheduling period of interest , denoted here by IP1 to IPN . However in order to be able to gauge whether the optimum inspection time for a joint is well beyond the scheduling period , the possible inspection times must ...
Page 269
... period has too many actions assigned to it ( i.e. RD ( i ) > 0 ) the total resources required for all actions to be carried out is less than the total amount of available resources over the scheduling period . In order to level use of ...
... period has too many actions assigned to it ( i.e. RD ( i ) > 0 ) the total resources required for all actions to be carried out is less than the total amount of available resources over the scheduling period . In order to level use of ...
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 | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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