Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 17
... dynamic response of large floating structures subjected to wind waves can be reduced by increasing mooring stiffness of tension legs which are uniformly distributed over the lower surface of floating structures . However , the increase ...
... dynamic response of large floating structures subjected to wind waves can be reduced by increasing mooring stiffness of tension legs which are uniformly distributed over the lower surface of floating structures . However , the increase ...
Page 39
... dynamic response and strength of long barge structures under wave induced loads considering the hydroelastic wave propagation of the deflection vibration in the structure . Firstly , a simplified estimation method is presented for the ...
... dynamic response and strength of long barge structures under wave induced loads considering the hydroelastic wave propagation of the deflection vibration in the structure . Firstly , a simplified estimation method is presented for the ...
Page 43
... dynamic response and strength of long barge structures under wave induced loads was investigated considering the hydroelastic wave propagation of the structure . Firstly , a simplified estimation method was presented for the dynamic ...
... dynamic response and strength of long barge structures under wave induced loads was investigated considering the hydroelastic wave propagation of the structure . Firstly , a simplified estimation method was presented for the dynamic ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
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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 fluid 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 position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind