## 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

Results 1-3 of 76

Page 324

5.2 INFLUENCE OF INCOMING WIND /WAVE ANGLE ON

WAVE FORCE TO MAXIMUM WIND/ WAVE FORCE Figure 6 shows the results of

the

denoted ...

5.2 INFLUENCE OF INCOMING WIND /WAVE ANGLE ON

**RATIO**OF WIND/WAVE FORCE TO MAXIMUM WIND/ WAVE FORCE Figure 6 shows the results of

the

**ratio**of forces F^ + Fxwa to the maximum value of + Fxwa force. This isdenoted ...

Page 418

For a given type of clay (that is, given c^), pile configuration and L/D

group efficiency increases linearly with S/D. 2. For a given S/D

group efficiency decreases with the increase of the number of piles (N - m x n) in

...

For a given type of clay (that is, given c^), pile configuration and L/D

**ratio**, thegroup efficiency increases linearly with S/D. 2. For a given S/D

**ratio**and clay, thegroup efficiency decreases with the increase of the number of piles (N - m x n) in

...

Page 473

4 that the

the softer "T1" system. The two structures were subjected to a random wave

record representing an extreme wave event that contained a maximum wave "

height" ...

4 that the

**ratio**of displacement with P-Delta included to that without, is larger forthe softer "T1" system. The two structures were subjected to a random wave

record representing an extreme wave event that contained a maximum wave "

height" ...

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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