Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 154
... Considered uriet ysis n of ca bean tine- Stick Model agrees. Stick Model The objective of this analysis was to show ... considered for the step of 0.5 sec response analysis and a time step of 1.5 sec was used for the signal analysis . A ...
... Considered uriet ysis n of ca bean tine- Stick Model agrees. Stick Model The objective of this analysis was to show ... considered for the step of 0.5 sec response analysis and a time step of 1.5 sec was used for the signal analysis . A ...
Page 189
... considered as follows ; ( 1 ) What sorts of relative relation are there between the result by conven- tional design ... considered as a cantilever fixed on the sea bed rigidly . • Dead load of both its upper structure and itself can be ...
... considered as follows ; ( 1 ) What sorts of relative relation are there between the result by conven- tional design ... considered as a cantilever fixed on the sea bed rigidly . • Dead load of both its upper structure and itself can be ...
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 cylinder 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 hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind