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 2
... meters in length and 120 meters in width . The small structure is just one fourth of the block . Draft of these structure is 0.72 meters . The flexible rigidity of the structure is Eď3 / 12 ( 1 − v2 ) = 9.19 × 1010 Nm . Water depth is ...
... meters in length and 120 meters in width . The small structure is just one fourth of the block . Draft of these structure is 0.72 meters . The flexible rigidity of the structure is Eď3 / 12 ( 1 − v2 ) = 9.19 × 1010 Nm . Water depth is ...
Page 125
... meters off the bottom ( defined as d , on Fig . 4 ) . A scope of 3 : 1 was chosen as the anchor leg length to depth ratio . For this design , each of the anchor legs is composed of 27.44 meters ( 90 feet ) of chain and 82.67 meters ...
... meters off the bottom ( defined as d , on Fig . 4 ) . A scope of 3 : 1 was chosen as the anchor leg length to depth ratio . For this design , each of the anchor legs is composed of 27.44 meters ( 90 feet ) of chain and 82.67 meters ...
Page 140
13.7 meters 0.81 mater Diam Pipe ( HDPE ) Attachment Bridle Gravity - Type Cage -Depth : 6 meters Diam : 18 meters 55 meters Figure 1 : Full - scale age and mooring system investigated in the study . UNH Wave Basin Facility The UNH wave ...
13.7 meters 0.81 mater Diam Pipe ( HDPE ) Attachment Bridle Gravity - Type Cage -Depth : 6 meters Diam : 18 meters 55 meters Figure 1 : Full - scale age and mooring system investigated in the study . UNH Wave Basin Facility The UNH wave ...
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