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 47
... displacement at three positions ( see Fig.2 ) was measured by an optical position sensor system . 3.2 COMPARISON ... Displacement M } 60.0 80.0 Fig.Sa Time series of vertical displacement at point A in Case 1 [ × 102 ] 2.0 0.0 ...
... displacement at three positions ( see Fig.2 ) was measured by an optical position sensor system . 3.2 COMPARISON ... Displacement M } 60.0 80.0 Fig.Sa Time series of vertical displacement at point A in Case 1 [ × 102 ] 2.0 0.0 ...
Page 48
... displacement are illustrated in Fig.8f in case A. The results of time series are shown in Figs.9a - 9e in case B. In all following figures of time history , the theoretical calculation results are very good agreement with the ...
... displacement are illustrated in Fig.8f in case A. The results of time series are shown in Figs.9a - 9e in case B. In all following figures of time history , the theoretical calculation results are very good agreement with the ...
Page 50
... Displacement ( M ) 100 -1 prde order 200 300 400 Time ( sec ) 500 Fig . 12a Time histroy of vertical displacement at ( -1000 , 0 ) in case 2 DisplacemenS { ITL ) 1.0 -1.0 100 200 300 400 Time ( sec ) 500 Fig . 10a Time histroy of ...
... Displacement ( M ) 100 -1 prde order 200 300 400 Time ( sec ) 500 Fig . 12a Time histroy of vertical displacement at ( -1000 , 0 ) in case 2 DisplacemenS { ITL ) 1.0 -1.0 100 200 300 400 Time ( sec ) 500 Fig . 10a Time histroy of ...
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