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 Response and ...
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 Response and ...
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 . Figures 10 ( 1 ) to ( 3 ) show the difference of time ...
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 . Figures 10 ( 1 ) to ( 3 ) show the difference of time ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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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