Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 273
1994 OMAE – Volume I, Offshore Technology ASME 1994 ABSTRACT The use
of linear wave absorbers has been proposed as open boundary conditions for
non-linear free surface problems (Jagannathan, 1985 & 1992). In this paper the ...
1994 OMAE – Volume I, Offshore Technology ASME 1994 ABSTRACT The use
of linear wave absorbers has been proposed as open boundary conditions for
non-linear free surface problems (Jagannathan, 1985 & 1992). In this paper the ...
Page 466
Table 1: loom determined by Tafel as well as linear polarisation method for the
concrete electrodes with and without admixture. Exposure loor WA/cm” Period
Plastiment BV 40 Zentrament F BV Sikament FF 0.0%." 0.5% 1% 1.5% 0.5% 1% ...
Table 1: loom determined by Tafel as well as linear polarisation method for the
concrete electrodes with and without admixture. Exposure loor WA/cm” Period
Plastiment BV 40 Zentrament F BV Sikament FF 0.0%." 0.5% 1% 1.5% 0.5% 1% ...
Page 136
Figure 5 Response spectra of the base shear - Linear vs. nonlinear analyses
method. Figure 6 ... However, for the base shear the differences are greater for
the nonlinear model and intermediate values of Y than for the linear model. For Y
= 3 ...
Figure 5 Response spectra of the base shear - Linear vs. nonlinear analyses
method. Figure 6 ... However, for the base shear the differences are greater for
the nonlinear model and intermediate values of Y than for the linear model. For Y
= 3 ...
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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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amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind