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 201
... in the present work was that it should be workable in a sea state of , at least , 2 - meter significant wave height . ... types of ships ( e.g. [ 2 ] [ 3 ] [ 4 ] ) , the followings were assumed at the outset of the present work .
... in the present work was that it should be workable in a sea state of , at least , 2 - meter significant wave height . ... types of ships ( e.g. [ 2 ] [ 3 ] [ 4 ] ) , the followings were assumed at the outset of the present work .
Page 210
Therefore , the purpose of the present paper is to combine a benthic submodel with the physical and pelagic submodel ... However , the floating structure is not assumed to exist because the main aim of the present study is put on ...
Therefore , the purpose of the present paper is to combine a benthic submodel with the physical and pelagic submodel ... However , the floating structure is not assumed to exist because the main aim of the present study is put on ...
Page 273
The immovable point of shoreline changes moves 70m to the west curved groin as compared with present . The amount of recession of shoreline is maximum at Y = -11.4m ( X = 958m ) and that of forward of shoreline is maximum at Y = 327.4m ...
The immovable point of shoreline changes moves 70m to the west curved groin as compared with present . The amount of recession of shoreline is maximum at Y = -11.4m ( X = 958m ) and that of forward of shoreline is maximum at Y = 327.4m ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical 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 |