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amplitude analysis angle applied assumed bending body bottom breakwater bridge calculated chamber coefficient components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function grid hindcast horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean Offshore operation performance predicted present pressure problem Proceedings production reduce reef region Research respectively response rigid ship shown shows side significant simulation spectrum storm submerged plate surface Table Tokyo turbine University values vertical VLFS wave energy wave height wave period wind