Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 52
In the range of Keulegan - Carpenter numbers where the vortex pairs rapidly remove themselves from the flow field due to their mutual induction , the relative motion of the cylinder end may lead to more complex problems .
In the range of Keulegan - Carpenter numbers where the vortex pairs rapidly remove themselves from the flow field due to their mutual induction , the relative motion of the cylinder end may lead to more complex problems .
Page 134
Calculated vortex shedding patterns and velocity distributions around circular cylinder in regular waves for Kc = 2.83 ... number N of inviscid vortices located at 2 with strength 1 , the inviscid vortex component can be obtained by ...
Calculated vortex shedding patterns and velocity distributions around circular cylinder in regular waves for Kc = 2.83 ... number N of inviscid vortices located at 2 with strength 1 , the inviscid vortex component can be obtained by ...
Page 577
The dimensionless vortex force function V can be expressed in the form of a Morison equation whose coefficients have been evaluated by Graham , ( 13 ) and so the vortex force and moment can be written respectively as 1 Foo = zow hoajl ...
The dimensionless vortex force function V can be expressed in the form of a Morison equation whose coefficients have been evaluated by Graham , ( 13 ) and so the vortex force and moment can be written respectively as 1 Foo = zow hoajl ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind