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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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind