Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican 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 69
... determined from equation 6 by iterative techniques and then A and B are determined from equation 2 and 3 . The method of least squares is a formalization of the commom method of fitting a straight line through the points in a In versus ...
... determined from equation 6 by iterative techniques and then A and B are determined from equation 2 and 3 . The method of least squares is a formalization of the commom method of fitting a straight line through the points in a In versus ...
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 ) . ni Ac = f ( AK ) △ N = C ...
... 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 ) . ni Ac = f ( AK ) △ N = C ...
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 ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power