Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 3
( 4 + 0 ) ( and indirectly the valve position ) if Y is to stop increasing and be kept equal to Yor . In practice this control procedure cannot be implemented accurately basically for two reasons : ( i ) the pressure derivative has to ...
( 4 + 0 ) ( and indirectly the valve position ) if Y is to stop increasing and be kept equal to Yor . In practice this control procedure cannot be implemented accurately basically for two reasons : ( i ) the pressure derivative has to ...
Page 108
xy - plot y - position ( m ) -2405 -2400 -2395 15 x - position ( m ) Figure 5. MOB - SHIFT , Utilization scenario 5 , run 4/10 , platform 1 , disturbances at zero degrees . The plot represents x - position ( in meters ) versus y ...
xy - plot y - position ( m ) -2405 -2400 -2395 15 x - position ( m ) Figure 5. MOB - SHIFT , Utilization scenario 5 , run 4/10 , platform 1 , disturbances at zero degrees . The plot represents x - position ( in meters ) versus y ...
Page 270
Now , as the action against the beach erosion , Y - shaped groin has been built at the west side 150m position from the center of the beach since 1995 . 2.2 CHARACTERISTICS OF BEACH TOPOGRAPHY We reconnoitered Kemigawa beach to grasp ...
Now , as the action against the beach erosion , Y - shaped groin has been built at the west side 150m position from the center of the beach since 1995 . 2.2 CHARACTERISTICS OF BEACH TOPOGRAPHY We reconnoitered Kemigawa beach to grasp ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
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Common terms and phrases
amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |