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 31
... method is much simpler than the one used in panel methods . With this improved numerical efficiency , we investigate the hy- drodynamic response of a floating runway located near a shoreline , which could not easily be treated with the ...
... method is much simpler than the one used in panel methods . With this improved numerical efficiency , we investigate the hy- drodynamic response of a floating runway located near a shoreline , which could not easily be treated with the ...
Page 45
... method and the modal analysis . However , it is suitable that the deformations of VLFS are estimated in time domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of ...
... method and the modal analysis . However , it is suitable that the deformations of VLFS are estimated in time domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of ...
Page 46
... methods in time domain are shown . They are similar to Omatsu ( 1996 ) ' s method . Furthermore , we apply this method even to the 2nd - order response problem . And , the experiments in uni - directional head sea , oblique irregular ...
... methods in time domain are shown . They are similar to Omatsu ( 1996 ) ' s method . Furthermore , we apply this method even to the 2nd - order response problem . And , the experiments in uni - directional head sea , oblique irregular ...
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