## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 466

Table 1 : Icon determined by Tafel as well as

Table 1 : Icon determined by Tafel as well as

**linear**polarisation method for the concrete electrodes with and without admixture . lcore A / cm2 Exposure Period Plastiment BV 40 Zentrament F BV Sikament FF 1 % 1.5 % 0.5 % 1 % 1.5 % 0.5 ...Page 135

Figure 5 Response spectra of the base shear -

Figure 5 Response spectra of the base shear -

**Linear**. Significant wave height Corresponding wave peak period Wave spectrum Hg = 15.8 m Tp = 17.3 sec JONSWAP with varying peakedness parameters 6 hours Storm duration Table 1 shows that ...Page 136

However , for the base shear the differences are greater for the nonlinear model and intermediate values of y than for the

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 , the difference is almost 6 % . For the highest and the lowest values of y ...### What people are saying - Write a review

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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 | |

17 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind