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Titlebook: Dynamics and Control of Advanced Structures and Machines; Hans Irschik,Alexander Belyaev,Michael Krommer Book 2017 Springer International

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樓主: 極大
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發(fā)表于 2025-3-23 11:21:45 | 只看該作者
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發(fā)表于 2025-3-23 17:11:36 | 只看該作者
Making It to the Top in Britainion force depends on the mechanical properties of the contacting bodies and their surface layers, conditions in the gap between surfaces, operation conditions, such as applied load, sliding velocity, temperature, and environment conditions. Besides, surface microgeometry has the significant effect o
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發(fā)表于 2025-3-23 19:34:04 | 只看該作者
Hans Irschik,Alexander Belyaev,Michael KrommerFocuses on the interaction of mechanics with automatic control on three different levels: process, component and system.Discusses the frontiers in the mechanics of controlled machines and structures.P
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發(fā)表于 2025-3-24 01:00:34 | 只看該作者
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發(fā)表于 2025-3-24 04:53:44 | 只看該作者
https://doi.org/10.1007/978-3-319-43080-5dynamical systems; nonlinear systems; advanced structures; automatic control; model-based control
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發(fā)表于 2025-3-24 08:45:18 | 只看該作者
978-3-319-82733-9Springer International Publishing Switzerland 2017
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發(fā)表于 2025-3-24 14:28:44 | 只看該作者
18#
發(fā)表于 2025-3-24 18:05:11 | 只看該作者
Cable-Stayed Bridges: A Monitoring Challenge,number that a one-by-one response measurement is often too ambitious. In this paper, a footbridge is studied with only 16 cables in double symmetry. Despite the evident simplification of the problem, several aspects met in the process of collecting the data are worth being reported.
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發(fā)表于 2025-3-24 19:49:22 | 只看該作者
Book 2017 at the International Workshop on Advanced Dynamics and Model Based Control of Structures and Machines held in Vienna in September 2015. The workshop continues a series of international workshops held in Linz (2008) and St. Petersburg (2010).
20#
發(fā)表于 2025-3-24 23:54:32 | 只看該作者
Katherine C. Wieseman,Molly H. Weinburghsity function is considered to be zero outside of a given interval, i.e., it is a member of a fuzzy set with bounded uncertainty. The relevant properties of natural vibrations of an ensemble of sandwich beams with three perfectly bonded layers under hard hinged support conditions are worked out in d
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