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 98
CAL ( with 3rd submerged plate ) Wave exciting force test Detection Wave _
amplitude . - . .600mm 900mm 100mm VLFS 3 3rd submerged plate 2000mm * (
m ) ( a ) T = 0 . 8 sec Fig . 10 Test setup of 2 - D tank test for 3rd submerged plate
МА ...
CAL ( with 3rd submerged plate ) Wave exciting force test Detection Wave _
amplitude . - . .600mm 900mm 100mm VLFS 3 3rd submerged plate 2000mm * (
m ) ( a ) T = 0 . 8 sec Fig . 10 Test setup of 2 - D tank test for 3rd submerged plate
МА ...
Page 202
Here ' amplitude ' is the amplitude of the Fourier component that has the same
frequency as that of the incident waves . It is observed that the basic
characteristics of the motions are not very different from those of ordinary barges ,
although the ...
Here ' amplitude ' is the amplitude of the Fourier component that has the same
frequency as that of the incident waves . It is observed that the basic
characteristics of the motions are not very different from those of ordinary barges ,
although the ...
Page 335
Figures 12 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical
displacement Zus and significant wave height Hız inside a reef in regular wave .
Wave angles are 45 , 90 , 135 degrees , respectively . The wave height H * and
wave ...
Figures 12 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical
displacement Zus and significant wave height Hız inside a reef in regular wave .
Wave angles are 45 , 90 , 135 degrees , respectively . The wave height H * and
wave ...
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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 |