Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 42
... amplitude x 10 ' MPa / m : Cal by Ov -- Cal by o at x = 250m 3. NUMERICAL EXAMPLES FOR A LONG BARGE UNDER TRIAL DESIGN Finally , using the above - mentioned methods , numerical studies for a 1,000m class long barge shown in Table I are ...
... amplitude x 10 ' MPa / m : Cal by Ov -- Cal by o at x = 250m 3. NUMERICAL EXAMPLES FOR A LONG BARGE UNDER TRIAL DESIGN Finally , using the above - mentioned methods , numerical studies for a 1,000m class long barge shown in Table I are ...
Page 128
... amplitude is defined by , Line Tension ( N ) 150000 100000 50000 0 0.5 1 1.5 2 2.5 3 3.5 Velocity ( m / s ) Gravity - type- Central Spar Wave Slope Amplitude = kH 2 ( 11 ) The wave excursion amplitude is defined as the horizontal semi ...
... amplitude is defined by , Line Tension ( N ) 150000 100000 50000 0 0.5 1 1.5 2 2.5 3 3.5 Velocity ( m / s ) Gravity - type- Central Spar Wave Slope Amplitude = kH 2 ( 11 ) The wave excursion amplitude is defined as the horizontal semi ...
Page 142
... amplitude operators ( RAOs ) . In this series of tests , heave , surge and pitch are expressed as : ยท B Heave RAO : heave amplitude / wave amplitude , Pitch RAO : pitch amplitude / wave slope amplitude , Surge RAO : surge amplitude ...
... amplitude operators ( RAOs ) . In this series of tests , heave , surge and pitch are expressed as : ยท B Heave RAO : heave amplitude / wave amplitude , Pitch RAO : pitch amplitude / wave slope amplitude , Surge RAO : surge amplitude ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind