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Among compliant platforms, the tension leg platform (TLP) is a hybrid structure which is generally used for deep water oil exploration. With respect to the horizontal degrees of freedom, it is compliant and behaves like a floating structure moored by vertical tubular members or “tethers”. These tethers are pretensioned due to the excess buoyancy of the platform, whereas with respect to the vertical degrees of freedom, it is stiff and resembles a fixed structure and is not allowed to float freely. Dynamic analysis of squared and triangular TLP models under regular waves is presented, considering the coupling between surge, sway, heave, roll, pitch and yaw degrees of freedom. The analysis considers various nonlinearities produced due to change in the tether tension and nonlinear hydrodynamic drag force. The wave forces on the elements of the structure are calculated using Airy’s wave theory with Chakrabarti (1971) approaches and Morison’s equation, ignoring the diffraction effects. The nonlinear equation of motion is solved in the time domain using Newmark’s beta integration scheme.
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Dynamic Behavior of Tension Leg Platforms
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LAP LAMBERT Academic Publishing Aug 2018, 2018
ISBN 10: 3659667021
ISBN 13: 9783659667022
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
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Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Among compliant platforms, the tension leg platform (TLP) is a hybrid structure which is generally used for deep water oil exploration. With respect to the horizontal degrees of freedom, it is compliant and behaves like a floating structure moored by vertical tubular members or 'tethers'. These tethers are pretensioned due to the excess buoyancy of the platform, whereas with respect to the vertical degrees of freedom, it is stiff and resembles a fixed structure and is not allowed to float freely. Dynamic analysis of squared and triangular TLP models under regular waves is presented, considering the coupling between surge, sway, heave, roll, pitch and yaw degrees of freedom. The analysis considers various nonlinearities produced due to change in the tether tension and nonlinear hydrodynamic drag force. The wave forces on the elements of the structure are calculated using Airy's wave theory with Chakrabarti (1971) approaches and Morison's equation, ignoring the diffraction effects. The nonlinear equation of motion is solved in the time domain using Newmark's beta integration scheme. 184 pp. Englisch. Codice articolo 9783659667022
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Dynamic Behavior of Tension Leg Platforms
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LAP LAMBERT Academic Publishing, 2018
ISBN 10: 3659667021
ISBN 13: 9783659667022
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Da: moluna, Greven, Germania
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Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Ramadan Ibrahim Ali Elgamal AmrAmr Ramadan Ibrahim Ali Elgamal - Assistant Lecturer in Civil Engineering Department, Benha Faculty of Engineering, Benha university. Education: - B.Sc., Civil Engineering, 2004, Benha University, Facul. Codice articolo 385768445
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Dynamic Behavior of Tension Leg Platforms : Subjected to Hydrodynamic Forces
Editore:
LAP LAMBERT Academic Publishing, 2018
ISBN 10: 3659667021
ISBN 13: 9783659667022
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Da: AHA-BUCH GmbH, Einbeck, Germania
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Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Among compliant platforms, the tension leg platform (TLP) is a hybrid structure which is generally used for deep water oil exploration. With respect to the horizontal degrees of freedom, it is compliant and behaves like a floating structure moored by vertical tubular members or 'tethers'. These tethers are pretensioned due to the excess buoyancy of the platform, whereas with respect to the vertical degrees of freedom, it is stiff and resembles a fixed structure and is not allowed to float freely. Dynamic analysis of squared and triangular TLP models under regular waves is presented, considering the coupling between surge, sway, heave, roll, pitch and yaw degrees of freedom. The analysis considers various nonlinearities produced due to change in the tether tension and nonlinear hydrodynamic drag force. The wave forces on the elements of the structure are calculated using Airy's wave theory with Chakrabarti (1971) approaches and Morison's equation, ignoring the diffraction effects. The nonlinear equation of motion is solved in the time domain using Newmark's beta integration scheme. Codice articolo 9783659667022
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Dynamic Behavior of Tension Leg Platforms | Subjected to Hydrodynamic Forces
Editore:
LAP LAMBERT Academic Publishing, 2018
ISBN 10: 3659667021
ISBN 13: 9783659667022
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Da: preigu, Osnabrück, Germania
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Taschenbuch. Condizione: Neu. Dynamic Behavior of Tension Leg Platforms | Subjected to Hydrodynamic Forces | Amr Ramadan Ibrahim Ali Elgamal | Taschenbuch | 184 S. | Englisch | 2018 | LAP LAMBERT Academic Publishing | EAN 9783659667022 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Codice articolo 114566018
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Dynamic Behavior of Tension Leg Platforms
Editore:
LAP LAMBERT Academic Publishing Aug 2018, 2018
ISBN 10: 3659667021
ISBN 13: 9783659667022
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
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Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Among compliant platforms, the tension leg platform (TLP) is a hybrid structure which is generally used for deep water oil exploration. With respect to the horizontal degrees of freedom, it is compliant and behaves like a floating structure moored by vertical tubular members or 'tethers'. These tethers are pretensioned due to the excess buoyancy of the platform, whereas with respect to the vertical degrees of freedom, it is stiff and resembles a fixed structure and is not allowed to float freely. Dynamic analysis of squared and triangular TLP models under regular waves is presented, considering the coupling between surge, sway, heave, roll, pitch and yaw degrees of freedom. The analysis considers various nonlinearities produced due to change in the tether tension and nonlinear hydrodynamic drag force. The wave forces on the elements of the structure are calculated using Airy's wave theory with Chakrabarti (1971) approaches and Morison's equation, ignoring the diffraction effects. The nonlinear equation of motion is solved in the time domain using Newmark's beta integration scheme.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 184 pp. Englisch. Codice articolo 9783659667022
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