Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 176
... pile load was 52.7 Mn . This latter value was obtained by continuing to adjust the tower design ( such as leg spacing , etc. ) and re - analyzing until the maximum pile load was reduced to below 53.3 Mn . The basic constraining elements ...
... pile load was 52.7 Mn . This latter value was obtained by continuing to adjust the tower design ( such as leg spacing , etc. ) and re - analyzing until the maximum pile load was reduced to below 53.3 Mn . The basic constraining elements ...
Page 81
... pile ( Om ) Sd 1 pile ( -50m ) + Sd 1 pile ( -30m ) ✪ Sd 3 piles ( -30m ) ··· 0 1 2 3 4 5 6 7 8 9 Natural period , Tn [ s ] question concerns the force , f ( t ) , applied to a 1DOF oscillator to calculate Sp . Possible choices include ...
... pile ( Om ) Sd 1 pile ( -50m ) + Sd 1 pile ( -30m ) ✪ Sd 3 piles ( -30m ) ··· 0 1 2 3 4 5 6 7 8 9 Natural period , Tn [ s ] question concerns the force , f ( t ) , applied to a 1DOF oscillator to calculate Sp . Possible choices include ...
Page 209
... pile system . This explanation could be satisfactory and might be encoun- tered in some specific cases . In order to check it , a redundancy study is attempted in removing the pile 31 as indicated in Fig . 11. The loss of one supporting ...
... pile system . This explanation could be satisfactory and might be encoun- tered in some specific cases . In order to check it , a redundancy study is attempted in removing the pile 31 as indicated in Fig . 11. The loss of one supporting ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power