Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 145
... 25 random wind force records were then simultaneously combined with the 25 random wave records , as used in Reference 9 in constructing statistical design force envelopes , for the tower dynamic response analyses . Each of the 25 random ...
... 25 random wind force records were then simultaneously combined with the 25 random wave records , as used in Reference 9 in constructing statistical design force envelopes , for the tower dynamic response analyses . Each of the 25 random ...
Page 177
... 25 years The semi - trapezoid - shaped and semi - bell- shaped membership functions are used . Results corresponding to T = 500 years and T = 2500 years are listed in Table 1 , in which B is the nominal reliability index of the tubular ...
... 25 years The semi - trapezoid - shaped and semi - bell- shaped membership functions are used . Results corresponding to T = 500 years and T = 2500 years are listed in Table 1 , in which B is the nominal reliability index of the tubular ...
Page 205
... 25 Compression -1 -0.5 0 0.5 Displacement ( m ) b ) T - Z curve , Piles A1 , B2 FIG . 2 - ELASTO - PLASTIC PILE BEHAVIOUR TABLE 3 - PROBABILISTIC MODELLING OF THE FOUNDATIONS Global structural response The global structural response ...
... 25 Compression -1 -0.5 0 0.5 Displacement ( m ) b ) T - Z curve , Piles A1 , B2 FIG . 2 - ELASTO - PLASTIC PILE BEHAVIOUR TABLE 3 - PROBABILISTIC MODELLING OF THE FOUNDATIONS Global structural response The global structural response ...
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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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