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211.
Takeshi Kinoshita Weiguang Bao Shunji Sunahara 《Journal of Marine Science and Technology》1997,2(3):135-147
The problem of the interaction of multiple cylinders oscillating in waves and slow current is considered. The interaction
is represented by waves emitted from adjacent cylinders towards the cylinder under consideration. Wave drift forces and moment
in the horizontal plane are calculated by the far-field method based on the conservation of momentum or angular momentum.
A semianalytical formula for the calculation of the wave drift damping is then deduced. The conservation of the integrals
in these formulae is proved. Special treatments to improve the accuracy of results are discussed. Comparisons between calculated
results and experimental measurements are made, showing satisfactory agreement. Effects of various combinations of current
direction and incident wave angle on the wave drift damping and damping moment are also examined. 相似文献
212.
本文通过强迫振动试验,研究了基底面积对地基劝力特性的影响,提出了确定大型动力机器基础地基刚度和阻尼的新方法。在分析地基的动力参数时,采用了考虑地基土参振作用的质-阻-弹力学模型。 相似文献
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This paper investigates the hydrodynamic damping of a smooth circular cylinder undergoing forced oscillations at Keulegan-Carpenter (KC) numbers smaller than 5 and Reynolds (Re) numbers from 103–105 with and without background steady currents. A series of experiments are conducted with a circular cylinder oscillating in still water, in-line currents and cross currents. The measured drag coefficients of the smooth cylinder in the still water condition match with the well-published results and the theoretical solution of Stokes and Wang at very small KC numbers. The hydrodynamic damping increases with the in-line steady current whereas it remains almost constant at small transverse velocities and increases notably when the latter becomes large. To predict the hydrodynamic damping in in-line steady currents, the performance of the Morison equation based on relative velocity and independent velocity is explored, respectively. The latter model, by separating the drag into two independent parts, leads to a better fit of the drag force than the former, which is not surprising. However, the former is still a preferable option for engineering design due to its simplicity. The experimental data suggest that the existing design guidelines such as ISO-19902 or DNVGL-RP-C205 should be used with caution for KC < 5. 相似文献
219.
Estimation of natural frequencies and damping using dynamic field data from an offshore wind turbine
The dynamic characteristics of offshore wind turbines are heavily affected by environmental loads from wave and wind action and nonlinear soil behaviour. In the design of the monopile structures, the fatigue load due to wind and wave loading is one of the most important problems to consider. Since the fatigue damage is sensitive to the foundation stiffness and damping, increasing the accuracy of analysis tools used in the design and optimization process can improve the reliability of the structure and reduce conservatism, thereby leading to a more cost-efficient design. In this context, analysis of field data is important for calibrating and verifying purposes. This paper presents analysis of measured accelerations and strains from a wind farm in the North Sea with monopile foundations. Field data during idling conditions, collected over long periods of operation, are analysed and the natural frequencies are determined, and damping is estimated. The measured natural frequencies are compared to calculated values using an aero-servo-hydro-elastic code, showing a good agreement in the frequency range below 2 Hz. Variation of the natural frequencies with intensity of loading may indicate effect of soil nonlinearity on the overall OWT response. Since the first natural bending modes have the largest potential to mobilize soil reactions, they are of primary interest in this context. The effect of load (wave, wind and dynamic bending moment) on the first natural frequency is investigated using different analysis techniques in the frequency domain and time domain. A clear correlation between load level and first natural frequency is demonstrated. A simple nonlinear SSI model of the tower/soil system is employed to numerically investigate the observed changes in the measured first natural frequency with the level of loading and increased overall damping. The simulated results reproduce the general trends in the observed reduction in the first natural frequency and increased damping ratio with the load level. However, the effect of the load level is less than that observed in the measurements, indicating contribution also from other factors than soil nonlinearity. 相似文献
220.
针对舰船上配置的2套或多套惯导系统,本文设计的阻尼方式能够起到提升精度指标要求,更好地调整阻尼处理所用时限、宽容外来速度偏差的目的。这是根据惯导特性,分析原有的阻尼方式的基础上,全新设计的一套方法。对各类误差和阻尼的关系进行了比较分析,利用仿真模拟,较好地对2套或多套阻尼进行误差结果比较,从而对新设计的阻尼方案有了进一步的验证。 相似文献