Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 22
Page 84
... width . Results for horizontal and vertical wave force amplitude for a depth to draft ratio of 1.2 are presented as functions of wave period on Figures 2 and 3 , respectively . The force per unit length of the body has been normalized ...
... width . Results for horizontal and vertical wave force amplitude for a depth to draft ratio of 1.2 are presented as functions of wave period on Figures 2 and 3 , respectively . The force per unit length of the body has been normalized ...
Page 232
... width direction , crack extension rules for both directions are needed . In the CFA this can be done in two different ways , namely : 1. Crack growth model for both crack depth and width direction . In this model equation 1 is used in ...
... width direction , crack extension rules for both directions are needed . In the CFA this can be done in two different ways , namely : 1. Crack growth model for both crack depth and width direction . In this model equation 1 is used in ...
Page 249
... width c and the other geometrical parameters the values for M and M can be calculated . Using the stress range △ o , the stress intensity factors for crack depth AK , and crack width AK can be calculated with equation ( 6 ) and ( 7 ) ...
... width c and the other geometrical parameters the values for M and M can be calculated . Using the stress range △ o , the stress intensity factors for crack depth AK , and crack width AK can be calculated with equation ( 6 ) and ( 7 ) ...
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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