Titlebook: Large Space Structures: Dynamics and Control; S. N. Atluri,A. K. Amos Book 1988 Springer-Verlag Berlin Heidelberg 1988 Trend.Vibration.ada

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Modal Cost Analysis for Simple Continua,nts for beam-like structures is due to the rapid convergence of modal frequencies and stiffness properties. However, for those problems in which the primary consideration is the accuracy of response of the structure at specified locations it is more important to obtain accuracy in the modal costs th

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Computational Issues in Control-Structure Interaction Analysis,t are capable of large combined rigid and flexible motions, accurate and efficient treatment of constraints, robust integration of both translational and large rotational motions in the equations of motion, modular interface with active control synthesis packages, and a capability from wave motions

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Dynamical Response to Pulse Excitations in Large Space Structures, the dynamic response in case of impulsive or concentrated loads. It is shown that the unmodelled part of this response can be represented by a system of thin pulses which propagate as characteristic waves. It is demonstrated that the dynamical response to such a system of pulses can be modelled by

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