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 39
In this study , the design maximum significant wave height is supposed to be 12m
, and to realize Mega - Float at the viewpoint of structural strength , wave load
must be reduced by following ways . Port ( Calm Area ) Runway ( 1 ) Reduce
wave ...
In this study , the design maximum significant wave height is supposed to be 12m
, and to realize Mega - Float at the viewpoint of structural strength , wave load
must be reduced by following ways . Port ( Calm Area ) Runway ( 1 ) Reduce
wave ...
Page 90
0 1000 Number of waves Figure 10 Maximum Mooring Forces Acting on FBSP (
H1 / 3 = 10cm , T01 = 1 . 2sec , x = 180deg ) Figure 8 Surge - Drift Force
Coefficient of FBSP The Incident Wave Height into VLFS The incident wave
height into ...
0 1000 Number of waves Figure 10 Maximum Mooring Forces Acting on FBSP (
H1 / 3 = 10cm , T01 = 1 . 2sec , x = 180deg ) Figure 8 Surge - Drift Force
Coefficient of FBSP The Incident Wave Height into VLFS The incident wave
height into ...
Page 358
These relative heights were transformed to wave heights subtracting in - situ
vertical displacements of the model . Fig . 5 shows the total probability distribution
of significant wave height and wave period measured at the east end of the
model .
These relative heights were transformed to wave heights subtracting in - situ
vertical displacements of the model . Fig . 5 shows the total probability distribution
of significant wave height and wave period measured at the east end of the
model .
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
30 other sections not shown
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Common terms and phrases
amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements 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 |