## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Offshore structures |

### From inside the book

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Page 13

The differences between the crest heights and the troughs are quantified in a real

case by the study of the ratio 2 ac/ Hu on the ... The results show that the non-

linearity of the wave is not negligeable and increases with the

the ...

The differences between the crest heights and the troughs are quantified in a real

case by the study of the ratio 2 ac/ Hu on the ... The results show that the non-

linearity of the wave is not negligeable and increases with the

**wave height**andthe ...

Page 39

4.4 Wave Spectrin It was found that the nave spectra aeasured in our test field

were almost proportional to f"6 at high ... In the second approach, the sequence

of

betveen ...

4.4 Wave Spectrin It was found that the nave spectra aeasured in our test field

were almost proportional to f"6 at high ... In the second approach, the sequence

of

**wave height**is treated as Markov chain with a non-zero correlation onlybetveen ...

Page 482

The wave flume details are given below: Depth : 3 m Maximum water level in

operation : 2.5 m Maximum wave period : 10 sec Maximum

The far ...

.

The wave flume details are given below: Depth : 3 m Maximum water level in

operation : 2.5 m Maximum wave period : 10 sec Maximum

**wave height**: 30 cmThe far ...

**Wave height**is controlled by adjusting regular waves as well as spectra.

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added mass amplitude analysis array calculated circular cylinder component crest damping coefficient direction displacement distribution domain drag coefficient drag force drillship dynamic effect element equation estimated flexible riser floating flow fluid force coefficients forces acting foroe forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave integral irregular Kc number lift force linear load low-frequency low-frequency oscillation matrix maximum measured method mooring line motion nonlinear obtained Offshore Mechanics Offshore Structures Offshore Technology Conference oscillation oscillatory parameters pile plate prediction pressure problem ratio Rayleigh distribution regular waves response Reynolds number Sarpkaya seastates second-order semisubmersible ship shown in Figure simulation solution spectra spectrum surge tension transfer function transverse vector velocity potential vertical viscous vortex vortex shedding vortices water depth wave amplitude wave excitation wave force wave frequency wave height wave number wave period wave power