Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 364
... ship is rigid . 2 ) One ship collides against the other ship at right angles . 3 ) The behavior of structures is slow enough to be treate statically . Though these assumptions are in some sense still open to discussion , they are ...
... ship is rigid . 2 ) One ship collides against the other ship at right angles . 3 ) The behavior of structures is slow enough to be treate statically . Though these assumptions are in some sense still open to discussion , they are ...
Page 449
... ship impact is important . Especially for the submerged bridge with internal traffic , the load carrying capacity for the tubular sections subject to impact loads from ship collisions is a critical and possibly governing consideration ...
... ship impact is important . Especially for the submerged bridge with internal traffic , the load carrying capacity for the tubular sections subject to impact loads from ship collisions is a critical and possibly governing consideration ...
Page 38
... ship - ship collisions , while NMI ( Ref.4 ) proposed the first purely analytical approach , and many elements from this approach are still used . Another analytical approach was proposed by Goodwin and Kemp ( Ref.5 ) , based on " ship ...
... ship - ship collisions , while NMI ( Ref.4 ) proposed the first purely analytical approach , and many elements from this approach are still used . Another analytical approach was proposed by Goodwin and Kemp ( Ref.5 ) , based on " ship ...
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