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 79
These characteristics of the submerged plate will be discussed in detail in the next section . The design environmental conditions of Sub - Plate VLFS are as follows : Sea depth : 100m Significant wave height : 10m Mean wave period : 12 ...
These characteristics of the submerged plate will be discussed in detail in the next section . The design environmental conditions of Sub - Plate VLFS are as follows : Sea depth : 100m Significant wave height : 10m Mean wave period : 12 ...
Page 94
35m 50m 20m 20m 20m 20m 20m 20m floating cylinder 2nd submerged plate 1st submerged plate 1st submerged plate tubular frame 10mi anti - motion plate anti - motion plate sea floor ( a ) Side view sea floor ( b ) Front view Fig .
35m 50m 20m 20m 20m 20m 20m 20m floating cylinder 2nd submerged plate 1st submerged plate 1st submerged plate tubular frame 10mi anti - motion plate anti - motion plate sea floor ( a ) Side view sea floor ( b ) Front view Fig .
Page 98
Forced oscillation test O : Load cell 0.35 : EXP ( without 3rd submerged plate ) EXP ( with 3rd submerged plate ) CAL ( without 3rd submerged plate ) CAL ( with 3rd submerged plate ) 24 0.3 Wave exciting force test 0.25 Detection ...
Forced oscillation test O : Load cell 0.35 : EXP ( without 3rd submerged plate ) EXP ( with 3rd submerged plate ) CAL ( without 3rd submerged plate ) CAL ( with 3rd submerged plate ) 24 0.3 Wave exciting force test 0.25 Detection ...
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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 |