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 33
Experimental ( points ) and numerical ( curve ) against wave heading in degrees .
Wave conditions Regular waves - sample time 458s T = 7 . 63s , H = 1 . 25m ,
Headings - 40 , - 20 , 0 , 20 , 40° Irregular waves Long - crested , sample time ...
Experimental ( points ) and numerical ( curve ) against wave heading in degrees .
Wave conditions Regular waves - sample time 458s T = 7 . 63s , H = 1 . 25m ,
Headings - 40 , - 20 , 0 , 20 , 40° Irregular waves Long - crested , sample time ...
Page 35
94 in the case of the zero heading sea ) and using this as the force excitation
input to the numerical model . Figure 6 shows a comparison of the measured
surge displacements and the numerical prediction . width ratio shows that the low
...
94 in the case of the zero heading sea ) and using this as the force excitation
input to the numerical model . Figure 6 shows a comparison of the measured
surge displacements and the numerical prediction . width ratio shows that the low
...
Page 213
Location of Tokyo Bay in Japan and modeling of Tokyo Bay . ter temperatuf
Technology , ama City and NUMERICAL CONDITIONS Location of Tokyo Bay in
Japan and modeling of Tokyo Bay are shown in Fig . 2 . The sea area in Tokyo
Bay is ...
Location of Tokyo Bay in Japan and modeling of Tokyo Bay . ter temperatuf
Technology , ama City and NUMERICAL CONDITIONS Location of Tokyo Bay in
Japan and modeling of Tokyo Bay are shown in Fig . 2 . The sea area in Tokyo
Bay is ...
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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 |