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 78
INTRODUCTION A mat - like Very Large Floating Structure ( VLFS ) has been
proposed as a candidate of a floating airport , since the national project of the
Mega - Float has been started in Japan . The size of the structure is around 5 ...
INTRODUCTION A mat - like Very Large Floating Structure ( VLFS ) has been
proposed as a candidate of a floating airport , since the national project of the
Mega - Float has been started in Japan . The size of the structure is around 5 ...
Page 93
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil A NEW TYPE
VLFS USING SUBMERGED PLATES : SUB - PLATE VLFS - Part - 3 Structural ...
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil A NEW TYPE
VLFS USING SUBMERGED PLATES : SUB - PLATE VLFS - Part - 3 Structural ...
Page 333
If VLFS does not exist , the wave height ratios are almost same as at WP12 ,
WP22 and WP14 . Wave height ratio behind the VLFS , however , is decreased
around 0 . 25 to 0 . 30 . ELEVATION OF FLOATING BODY IN WAVES Figure 8
shows ...
If VLFS does not exist , the wave height ratios are almost same as at WP12 ,
WP22 and WP14 . Wave height ratio behind the VLFS , however , is decreased
around 0 . 25 to 0 . 30 . ELEVATION OF FLOATING BODY IN WAVES Figure 8
shows ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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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