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 21
... developed for the direct and compounding sequences of events that led up to the initial explosion . This analysis structure has been used to develop a simplified general " tem- plate " for high pressure gas operations that preserves the ...
... developed for the direct and compounding sequences of events that led up to the initial explosion . This analysis structure has been used to develop a simplified general " tem- plate " for high pressure gas operations that preserves the ...
Page 177
... developed sea ( ɛ , and E ) and equals one for fully developed sea . The limits for & , and ɛ , equal one are Rp and Rs . Rp and Rs depend on Hm0 according to Equations ( 17 ) and ( 21 ) . For moderate and high Hm0 these factors are ...
... developed sea ( ɛ , and E ) and equals one for fully developed sea . The limits for & , and ɛ , equal one are Rp and Rs . Rp and Rs depend on Hm0 according to Equations ( 17 ) and ( 21 ) . For moderate and high Hm0 these factors are ...
Page 328
... developed by Thoft - Christensen and the branch - and - bound method developed by Murotsu ( Thoft - Christensen and Murotsz , 1986 ) . Evaluation of the probability of failure of a failure path is required both in searching for ...
... developed by Thoft - Christensen and the branch - and - bound method developed by Murotsu ( Thoft - Christensen and Murotsz , 1986 ) . Evaluation of the probability of failure of a failure path is required both in searching for ...
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