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 54
... direction vector Ñ of the mooring tether is defined as follows : ( 6 ) Ñ ̧ = X. - X , = 1 m Using the direction vector and the tension , the mooring force is defined as following equation , where this is defined in right hand term of ...
... direction vector Ñ of the mooring tether is defined as follows : ( 6 ) Ñ ̧ = X. - X , = 1 m Using the direction vector and the tension , the mooring force is defined as following equation , where this is defined in right hand term of ...
Page 169
... direction . The association of a single wave direction to each individual sea state , or even the use of a semi - empirical shape for the directional spectrum , are generally not acceptable . The assumption of a single wave direction ...
... direction . The association of a single wave direction to each individual sea state , or even the use of a semi - empirical shape for the directional spectrum , are generally not acceptable . The assumption of a single wave direction ...
Page 170
... direction domains . Using this spectral description the above relationship becomes ∞ 2x W Pg E E ( f , 0 ) dfde ... direction . For wave energy studies it is more convenient to compute the mean direction from the directional power ...
... direction domains . Using this spectral description the above relationship becomes ∞ 2x W Pg E E ( f , 0 ) dfde ... direction . For wave energy studies it is more convenient to compute the mean direction from the directional power ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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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