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Titlebook: Dynamic Substructures, Vol. 4 ; Proceedings of the 4 Walter D‘Ambrogio,Dan Roettgen,Maarten van der Sei Conference proceedings 2025 The Soc

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樓主: 啞劇表演
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發(fā)表于 2025-3-25 04:25:05 | 只看該作者
Walter D‘Ambrogio,Dan Roettgen,Maarten van der Sei
22#
發(fā)表于 2025-3-25 07:58:59 | 只看該作者
https://doi.org/10.1007/978-3-031-68897-3Conference Proceedings; dynamic substructures; structural engineering; structural dynamics; hybrid subst
23#
發(fā)表于 2025-3-25 15:17:22 | 只看該作者
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發(fā)表于 2025-3-25 16:36:50 | 只看該作者
Dynamic Substructures, Vol. 4 978-3-031-68897-3Series ISSN 2191-5644 Series E-ISSN 2191-5652
25#
發(fā)表于 2025-3-25 23:56:37 | 只看該作者
https://doi.org/10.1007/978-3-642-97122-8mark structure for experimental-numerical substructuring exercises. Some years ago, representatives from several research institutes formed a group that defined several desirable properties for the new benchmark structure. The outcome is a frame structure together with different plates. Together, th
26#
發(fā)表于 2025-3-26 00:17:22 | 只看該作者
https://doi.org/10.1007/978-3-642-58155-7vironment. Furthermore, collecting service environment data requires a modified flight structure which accommodates telemetry equipment. Due to the different mechanical impedances of the shaker table and payload, the test structure experiences different loads in the test environment which can lead t
27#
發(fā)表于 2025-3-26 05:39:18 | 只看該作者
https://doi.org/10.1007/978-3-7091-5362-8ing negatively impacts the predictive capability of the transfer path analysis (TPA) model, especially in component-based TPA. Sparse inverse solutions have recently been shown as a potential method for mitigating these overfitting errors when traditional methods (i.e., Tikhonov regularization and s
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發(fā)表于 2025-3-26 12:19:38 | 只看該作者
29#
發(fā)表于 2025-3-26 14:39:44 | 只看該作者
https://doi.org/10.1007/978-3-662-41856-7a combination of these. In order to create accurate, predictive models of rotor systems, the stiffness and damping or the dynamics of these connections must be known in advance..Substructuring techniques provide methods for the identification of linear joints. Linear joint identification techniques
30#
發(fā)表于 2025-3-26 20:52:23 | 只看該作者
https://doi.org/10.1007/978-3-662-13458-0e to high vibration amplitudes. Even in numerical simulations, they are difficult to detect, and commonly path following strategies are used to determine a bifurcation point on the isolated branch. The majority of numerical investigations assume steady state conditions, and modifications in the syst
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