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 ...
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 ...
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 . The variable current ...
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 . The variable current ...
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 ...
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 ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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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