Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 154
... Considered DYNAMIC RESPONSE OF A SPAR BUOY : AN EXPERIMENTAL /. Stick Model the The objective of this analysis was to ... considered for the response analysis and a time step of 1.5 sec was used for the signal analysis . A total of 90 ...
... Considered DYNAMIC RESPONSE OF A SPAR BUOY : AN EXPERIMENTAL /. Stick Model the The objective of this analysis was to ... considered for the response analysis and a time step of 1.5 sec was used for the signal analysis . A total of 90 ...
Page 299
... considered . The pre - buckling components assumed were : Nox = Noy Nof = = -PR / 2 -pRIL / ( As + tL ) -ptАL ( A ̧ + tL ̧ ) ( 5 ) Torsion , warping and out - of - plane bending were ignored as they were assumed to be small for ...
... considered . The pre - buckling components assumed were : Nox = Noy Nof = = -PR / 2 -pRIL / ( As + tL ) -ptАL ( A ̧ + tL ̧ ) ( 5 ) Torsion , warping and out - of - plane bending were ignored as they were assumed to be small for ...
Page 407
... considered included wave height , wave period , current speed , drag coefficient and compressive and tensile yield stresses for each member . A total of 11 dominant complete failure paths were identified for the intact structure and a ...
... considered included wave height , wave period , current speed , drag coefficient and compressive and tensile yield stresses for each member . A total of 11 dominant complete failure paths were identified for the intact structure and a ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind