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Titlebook: Dynamics of Coupled Structures, Volume 4; Proceedings of the 3 Andreas Linderholt,Matthew S. Allen,Daniel Rixen Conference proceedings 2018

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Predicting Assembly Effective Mass from Two Component Effective Mass Models,ved connector effective mass model with a simplified and easily extensible analytical cable model. The experimental connector effective mass model is generated through specialized modal testing. The simplified cable model is a Timoshenko beam finite element model whose properties are empirically der
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Comparison of Craig-Bampton Approaches for Systems with Arbitrary Viscous Damping in Dynamic Substrsical Craig-Bampton method to include damping by replacing the real fixed interface normal modes of the second-order system with the corresponding complex modes of the first-order system. Additionally, they suggest an adaption of the method of Hasselman and Kaplan. A report of de Kraker gives anothe
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Real-Time Hybrid Substructuring Shake Table Test of a Seismically Excited Base Isolated Building,ally modeling the isolation layer may be desired. The RTHS approach has been previously proposed for base isolated buildings, however, to date it has not been conducted on base isolated structure isolated at the ground level and where the isolation layer itself is numerically simulated. This configu
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Interface Reduction in Component Mode Synthesis of Bladed Disks by Orthogonal-Polynomial Series,
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