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 40
Depth of wave energy absorbing device has close relation to natural period of
OWC , and represented as follows . dowc = głowc / 412 for front - opening type ,
and dowc = ( 28Tówc – rolowc ) / 817 for bottom - opening type . Depth of OWC is
...
Depth of wave energy absorbing device has close relation to natural period of
OWC , and represented as follows . dowc = głowc / 412 for front - opening type ,
and dowc = ( 28Tówc – rolowc ) / 817 for bottom - opening type . Depth of OWC is
...
Page 80
Several combinations of wave period and wave height of regular waves have
been considered in the design . The first submerged plate has the deepest
submerged depth of d = 20m and the plate length of 35m . This plate is mainly
effective ...
Several combinations of wave period and wave height of regular waves have
been considered in the design . The first submerged plate has the deepest
submerged depth of d = 20m and the plate length of 35m . This plate is mainly
effective ...
Page 324
Figure 4 compares the deflection amplitudes for a VLFS located in constant depth
sea and in variable depth sea . Obviously , the constant sea depth assumption ,
which is frequently made , is not appropriate giving completely different ...
Figure 4 compares the deflection amplitudes for a VLFS located in constant depth
sea and in variable depth sea . Obviously , the constant sea depth assumption ,
which is frequently made , is not appropriate giving completely different ...
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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 |