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 156
0081 the spectrum reduces identically to that of Pierson and Moskowitz which
describes a fully developed sea state , i . e . one which has evolved over infinite
time and space . For f = so , the expression E = yexpl . . . ) is effectively equal to
the ...
0081 the spectrum reduces identically to that of Pierson and Moskowitz which
describes a fully developed sea state , i . e . one which has evolved over infinite
time and space . For f = so , the expression E = yexpl . . . ) is effectively equal to
the ...
Page 252
In the SIWEH method , wave elevation is simulated with the wave spectrum and
the SIWEH as two targets . The grouping height feature is modeled by using a '
group factor ' , GF , defined as the ratio of the square root of the zeroth moment of
...
In the SIWEH method , wave elevation is simulated with the wave spectrum and
the SIWEH as two targets . The grouping height feature is modeled by using a '
group factor ' , GF , defined as the ratio of the square root of the zeroth moment of
...
Page 253
... target amplitude spectrum A ( 1 ) which is calculated from the target wave
spectrum S ( f ) : where the phase angle V ; is uniformly distributed between ( 0 ,
21 ] . ( 3 ) x ( i ) is rearranged by moving the elements inside the set so that the
relative ...
... target amplitude spectrum A ( 1 ) which is calculated from the target wave
spectrum S ( f ) : where the phase angle V ; is uniformly distributed between ( 0 ,
21 ] . ( 3 ) x ( i ) is rearranged by moving the elements inside the set so that the
relative ...
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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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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 |