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VERY LARGE FLOATING STRUCTURE
A Study on Hydroelastic Responses of a Very Large BoxShaped Floating Structure
Reduction in Elastic Response of Large Floating Structures Using Active Tendon Control
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline pitch position presented pressure pump relative represented resonant respectively response robot scale shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind