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 156
... resonant and exhaust duct lengths respectively , the spring on the left to the gravity restoring force in the resonant duct and that between the two masses , to the air compression chamber . The pistons in Fig . 2 represent the non ...
... resonant and exhaust duct lengths respectively , the spring on the left to the gravity restoring force in the resonant duct and that between the two masses , to the air compression chamber . The pistons in Fig . 2 represent the non ...
Page 157
... resonant duct sill heights ( above the equilibrium water level in the compression chamber ) . Flow is scaled with Qwave ( = A , a / T ) , the volume of water in a section of resonant duct one wave amplitude long , per wave period . The ...
... resonant duct sill heights ( above the equilibrium water level in the compression chamber ) . Flow is scaled with Qwave ( = A , a / T ) , the volume of water in a section of resonant duct one wave amplitude long , per wave period . The ...
Page 159
... resonant duct length L ,. It is apparent from Fig . 7.a. that , apart from increasing at shorter resonant duct lengths as already noted in the previous paragraph , Qmax also increases for augmenting wave periods for all duct lengths ...
... resonant duct length L ,. It is apparent from Fig . 7.a. that , apart from increasing at shorter resonant duct lengths as already noted in the previous paragraph , Qmax also increases for augmenting wave periods for all duct lengths ...
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