Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 469
... domain is not a straightforward procedure as in the case of the regular waves . A frequency domain approach , generally followed , which needs the linearization procedure might affect the results . Moreover , it would be very ...
... domain is not a straightforward procedure as in the case of the regular waves . A frequency domain approach , generally followed , which needs the linearization procedure might affect the results . Moreover , it would be very ...
Page 519
... domain and nonlinear dynamic time domain cases are described for both two and three dimensions . The approaches to the linearisation of fluid drag forces arising from Morison's equation are outlined for frequency domain solutions in two ...
... domain and nonlinear dynamic time domain cases are described for both two and three dimensions . The approaches to the linearisation of fluid drag forces arising from Morison's equation are outlined for frequency domain solutions in two ...
Page 632
... domain and time domain approaches . Among the institutions represented in the given figures , the low frequency responses were obtained by a time domain approach by institutions 4 , 6 , 12 , 25 and 28. The remaining institutions used a ...
... domain and time domain approaches . Among the institutions represented in the given figures , the low frequency responses were obtained by a time domain approach by institutions 4 , 6 , 12 , 25 and 28. The remaining institutions used a ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
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acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth