Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 46
Page 58
... pile in pile group . As to con- sider the stability of data , the significant value of wave force were taken in time domain analysis , in the meantime the proba- bilistic distribution of wave force was also analyzed . Then we may use ...
... pile in pile group . As to con- sider the stability of data , the significant value of wave force were taken in time domain analysis , in the meantime the proba- bilistic distribution of wave force was also analyzed . Then we may use ...
Page 59
... pile . It means that the grouping effect have no dominated influence on the statistical property of wave force . S / D = 5 3 2 1.5 60 KCp. B. Inline Force on Piles According to the introduced method in the previous section on determining ...
... pile . It means that the grouping effect have no dominated influence on the statistical property of wave force . S / D = 5 3 2 1.5 60 KCp. B. Inline Force on Piles According to the introduced method in the previous section on determining ...
Page 276
... pile with a diameter of 90 mm and different overlapping lengths ( 0.455 , 0.555 , 0.655 mm ) . II - group consists of D- , E- , F - model which have the inner pile with a diameter of 110 mm and different overlap- ping lengths ( 0.455 ...
... pile with a diameter of 90 mm and different overlapping lengths ( 0.455 , 0.555 , 0.655 mm ) . II - group consists of D- , E- , F - model which have the inner pile with a diameter of 110 mm and different overlap- ping lengths ( 0.455 ...
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 | |
49 other sections not shown
Other editions - View all
Common terms and phrases
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