Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 5
Page 175
spacing of the vertical braced bays and the horizontal framing . The additional truss - like bracing in the top bay ... Displacements and Motions The extreme , 100 - year , horizontal displacement which the present compliant tower might ...
spacing of the vertical braced bays and the horizontal framing . The additional truss - like bracing in the top bay ... Displacements and Motions The extreme , 100 - year , horizontal displacement which the present compliant tower might ...
Page 134
... displacements have traditionally been employed . Basis for the linearization is the nonlinear backbone curves for ... horizontal axis corresponds to the force amplitude for a harmonic time - history . The vertical axis gives the soil ...
... displacements have traditionally been employed . Basis for the linearization is the nonlinear backbone curves for ... horizontal axis corresponds to the force amplitude for a harmonic time - history . The vertical axis gives the soil ...
Page 209
... vertical pile displacements . With these new as- sumptions , the load - displacement curve for the jacket is indica- ted in Fig . 12. The RSR is now 2.4 . It means that the design loads must be multiplied by 2.4 before reaching the ...
... vertical pile displacements . With these new as- sumptions , the load - displacement curve for the jacket is indica- ted in Fig . 12. The RSR is now 2.4 . It means that the design loads must be multiplied by 2.4 before reaching the ...
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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