Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 12
Testing models might be towed by a carriage at a speed lower than 2 m / sec
both in X ( longitudinal ) and in Y ( latitudinal ) directions . a pair of gimbals is
fixed on ship model and connected to a pair of heave rods . These heave rods
are then ...
Testing models might be towed by a carriage at a speed lower than 2 m / sec
both in X ( longitudinal ) and in Y ( latitudinal ) directions . a pair of gimbals is
fixed on ship model and connected to a pair of heave rods . These heave rods
are then ...
Page 106
Significant wave period 5s Surge Regular hexagon 1 - Regular square +
Rectangular Sig ampig Wave height ( mm ) 0 30 150 180 60 90 120 Wave
direction ( deg ) The key to realizing the multi - connected floating body system is
the ...
Significant wave period 5s Surge Regular hexagon 1 - Regular square +
Rectangular Sig ampig Wave height ( mm ) 0 30 150 180 60 90 120 Wave
direction ( deg ) The key to realizing the multi - connected floating body system is
the ...
Page 111
A complex behavior pattern may appear in the Lshape arrangement because the
direction of incident waves to each floating body is different . ( 3 ) Effect of
direction of stretch of connecting line The calculated results of restricting force
obtained ...
A complex behavior pattern may appear in the Lshape arrangement because the
direction of incident waves to each floating body is different . ( 3 ) Effect of
direction of stretch of connecting line The calculated results of restricting force
obtained ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine