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Vibration Control of Fractionally-Damped Beam Subjected to a Moving Vehicle and Attached to Fractionally-Damped Multiabsorbers

机译:车辆行驶并附在分数阻尼多吸收体上的分数阻尼梁的振动控制

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This paper presents the dynamic response of Bernoulli-Euler homogeneous isotropic fractionally-damped simply-supported beam. The beam is attached to multi single-degree-of-freedom (SDOF) fractionally-damped systems, and it is subjected to a vehicle moving with a constant velocity. The damping characteristics of the beam and SDOF systems are described in terms of fractional derivatives. Three coupled second-order fractional differential equations are produced and then they are solved by combining the Laplace transformwith the decompositionmethod.Theobtained numerical results showthat the dynamic response decreases as (a) the number of absorbers attached to the beamincreases and (b) the damping-ratios of used absorbers and beamincrease.However, there are some critical values of fractional derivatives which are different from unity at which the beam has less dynamic response than that obtained for the full-order derivatives model. Furthermore, the obtained results show very good agreements with special case studies that were published in the literature.
机译:本文提出了伯努利-欧拉均质各向同性分数阻尼简支梁的动力响应。该梁附着在多个单自由度(SDOF)分数阻尼系统上,并受到车辆以恒定速度运动的影响。梁和SDOF系统的阻尼特性以分数导数形式描述。产生了三个耦合的二阶分数阶微分方程,然后通过将Laplace变换与分解方法结合来​​求解它们。获得的数值结果表明,随着(a)束附着的吸收器数量的增加和(b)阻尼的增加,动态响应减小。但是,有些分数导数的临界值与单位值不同,在该分数值下,梁的动态响应要比全阶导数模型的动态响应小。此外,获得的结果表明与文献中发表的特殊案例研究非常吻合。

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