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

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Page 93

ABSTRACT The total transverse forces on each of too

arrangement and the tandem ... The ratio of the transverse foroe on each

group to that on a single

KCL .

ABSTRACT The total transverse forces on each of too

**piles**In the side-by-sidearrangement and the tandem ... The ratio of the transverse foroe on each

**pile**ingroup to that on a single

**pile**is defined as the transverse grouping-**pile**factor.KCL .

Page 94

were found to depend on KC number* the relative

each

were found to depend on KC number* the relative

**pile**spaclny and the number of**piles**in array. The plots of Kc versus KC number and**pile**spacing were given foreach

**pile**in array of side-by-side and tandem arranguent. Bat the relationships ...Page 415

GROUP EFFICIENCY OF METAL

LOAD B. M. Das Department of Civil ... For a given configuration of a

the group efficiency increases in practically a linear manner with the increase of ...

GROUP EFFICIENCY OF METAL

**PILES**IN CLAY SUBJECTED TO UPLIFTINGLOAD B. M. Das Department of Civil ... For a given configuration of a

**pile**group,the group efficiency increases in practically a linear manner with the increase of ...

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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