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 175
Proceedings of OMAE '01 20th International Conference on Offshore Mechanics and Arctic Engineering 3-8 June 2001 , Rio de Janeiro , Brazil HYDROELASTIC ANALYSIS OF FLOATING BRIDGES IN CURRENT J.W. Kim Z. Demirbilek Dept. of Ocean ...
Proceedings of OMAE '01 20th International Conference on Offshore Mechanics and Arctic Engineering 3-8 June 2001 , Rio de Janeiro , Brazil HYDROELASTIC ANALYSIS OF FLOATING BRIDGES IN CURRENT J.W. Kim Z. Demirbilek Dept. of Ocean ...
Page 180
Therefore , as the bridge displaces , the orientation of the mooring line is updated to reflect the current configuration . enforced or not , and bridge orientation , are specified under the location layout tab as shown in Fig . 3.
Therefore , as the bridge displaces , the orientation of the mooring line is updated to reflect the current configuration . enforced or not , and bridge orientation , are specified under the location layout tab as shown in Fig . 3.
Page 259
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Angineering June 3-8 , 2001 , Rio de Janeiro , Brazil ELASTIC RESPONSE OF FLOATING BRIDGE IN WAVES Kunihiro Ikegami Naoki Kumamoto Nagasaki Institute ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Angineering June 3-8 , 2001 , Rio de Janeiro , Brazil ELASTIC RESPONSE OF FLOATING BRIDGE IN WAVES Kunihiro Ikegami Naoki Kumamoto Nagasaki Institute ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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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