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 37
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3–8 , 2001 , Rio de Janeiro , Brazil FEASIBILITY STUDY OF REDUCING WAVE LOAD ON PONTOON - TYPE MEGAFLOAT STRUCTURE Wor 3.500m Runway ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3–8 , 2001 , Rio de Janeiro , Brazil FEASIBILITY STUDY OF REDUCING WAVE LOAD ON PONTOON - TYPE MEGAFLOAT STRUCTURE Wor 3.500m Runway ...
Page 45
This Mega - Float is equipped with wave energy absorbing device around the periphery of main box type structure , and it has also solar power plant and wind power plant on the wide upper space . In addition , the rainwater recycling ...
This Mega - Float is equipped with wave energy absorbing device around the periphery of main box type structure , and it has also solar power plant and wind power plant on the wide upper space . In addition , the rainwater recycling ...
Page 355
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil ON - SEA EXPERIMENT AND HYDROELASTIC ANALYSIS OF THE MEGA - FLOAT PHASE - II MODEL Kentaro ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil ON - SEA EXPERIMENT AND HYDROELASTIC ANALYSIS OF THE MEGA - FLOAT PHASE - II MODEL Kentaro ...
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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