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 15
... length ma added mass per unit length y : vertical displacement from the center line of beam E : Young's Modulus 1 : moment of inertia K spring coefficient per unit length by buoyancy ( K = p gAw · ) Aw area of waterline 1 : length of ...
... length ma added mass per unit length y : vertical displacement from the center line of beam E : Young's Modulus 1 : moment of inertia K spring coefficient per unit length by buoyancy ( K = p gAw · ) Aw area of waterline 1 : length of ...
Page 76
... Length An onshore pipeline is required from the power plant in a coastal area to some suitable point for shore approach . Considering the distance from a power plant to shore approach in Japan , the length is estimated at 50 km ...
... Length An onshore pipeline is required from the power plant in a coastal area to some suitable point for shore approach . Considering the distance from a power plant to shore approach in Japan , the length is estimated at 50 km ...
Page 127
... Length Tandem Full Scale 8.44 m Model Scale 0.374 m Wave Period Wave Length Surface Particle Vel . 1.68 sec 7.98 sec 4.40 m 99.23 m 0.70 m / s 3.33 m / s 0.368 m 8.32 m 1.68 sec 7.98 sec 4.40 m 99.24 m Surface Particle Vel . 0.69 m / s ...
... Length Tandem Full Scale 8.44 m Model Scale 0.374 m Wave Period Wave Length Surface Particle Vel . 1.68 sec 7.98 sec 4.40 m 99.23 m 0.70 m / s 3.33 m / s 0.368 m 8.32 m 1.68 sec 7.98 sec 4.40 m 99.24 m Surface Particle Vel . 0.69 m / s ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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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