Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 19
Page 124
... grid , and the cages are located above the center of each grid rectangle . The grid is anchored to the bottom using six mooring legs each incorporating a chain catenary . Tension is maintained by using flotation at the six nodal points ...
... grid , and the cages are located above the center of each grid rectangle . The grid is anchored to the bottom using six mooring legs each incorporating a chain catenary . Tension is maintained by using flotation at the six nodal points ...
Page 135
... grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa for orientation 1 and 0.1558 × 108 Pa for orientation 3 ) . Incoming ...
... grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa for orientation 1 and 0.1558 × 108 Pa for orientation 3 ) . Incoming ...
Page 168
... GRID DENSITIES . Both 2D simulations were carried out with exactly the same boundary conditions and the same solution procedures . The coarser grid shows a completely different flow separation pattern . The back - flow area is very ...
... GRID DENSITIES . Both 2D simulations were carried out with exactly the same boundary conditions and the same solution procedures . The coarser grid shows a completely different flow separation pattern . The back - flow area is very ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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