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A theoretical formulation of the dynamical response of a master structure coupled with elastic continuous fuzzy subsystems with discrete attachments

机译:具有离散附件的弹性连续模糊子系统与主结构动力响应的理论公式

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We present the formulation of the dynamic response of a master structure coupled with a locally homogeneous and orthotropic structural fuzzy, with discrete attachment, composed of elastic continuous fuzzy subsystems. As introduced by Soize, the master structure is the part of the coupled system which is accessible by classical modeling, whereas the structural fuzzy represents systems connected to the master structure, whose characteristics are imprecisely known. A deterministic formulation of the boundary impedance of a general continuous structural fuzzy, which models its action on the master structure. is derived: it is shown that the formulation is different from the solution proposed by Soize in the context of the type I fuzzy law, established from the deterministic model of a linear osciliator excited by its support. Finally, the general boundary impedance is applied to the special situation of a structural fuzzy composed of elastic bars whose Geometrical parameters are randomly defined. and numerical results are presented. (C) 2004 Published by Elsevier Ltd.
机译:我们提出了一个主结构的动态响应的公式,该主结构与一个由弹性连续模糊子系统组成的具有离散附件的局部同构和正交异性结构模糊结合在一起。正如Soize所介绍的那样,主结构是耦合系统的一部分,经典模型可访问该结构,而结构模糊表示连接到主结构的系统,其特征尚不清楚。一般连续结构模糊的边界阻抗的确定性表示法,可对其在主体结构上的作用进行建模。推导得出:表明,该公式与Soize在I型模糊定律的背景下提出的解决方案不同,后者是由线性振荡器在其支持下激发的确定性模型建立的。最后,将一般边界阻抗应用于由弹性杆组成的结构模糊的特殊情况,其几何参数是随机定义的。并给出数值结果。 (C)2004由Elsevier Ltd.出版

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