Magnetic restoring forces on rocking blocks

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-06-10 DOI:10.1002/eqe.4177
Panagiota Syrimi, George Tsiatas, Panos Tsopelas
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Abstract

This study investigates the idea of adding an extra magnetic restoring force to a rocking block to improve its overall dynamic performance. The proposed concept ensues by introducing a pair of identical magnets to the rocking block. Both magnets are considered lumped on their respective volume centers and are embedded within the rocking block and the supporting base. When properly magnetized, this pair of magnets provides the rocking block with an extra magnetic restoring force which, although it takes on its maximum value when the two magnets are in contact, decreases as the distance between the two magnets increases. The proposed concept, subjected to pulse-type base excitations, reveals the inherent problem of magnetic restoring forces. From the overturning spectra of the rocking block, it is found that there are cases where the block fails (overturning) in the presence of magnets, while the same free-of-magnets block rocks safely (no overturning) when its own weight acts as the only restoring force. This interesting finding appears to be counterintuitive. Is it possible that by providing additional restoring force the block is “driven” to overturn? This study shows that when the rocking block returns toward the vertical position, the angular velocity, in the presence of magnets, is higher than the angular velocity, in the absence of them. This increase in the angular velocity is a direct outcome of the nature of the magnetic restoring forces, and it is mainly the reason that causes the overturning of the rigid block during its free vibration regime. To mitigate the shortcomings of using magnetic restoring forces, the idea of a semi-active control of the pair of magnets is introduced and explained in detail. This paper concludes with the advantages and potential disadvantages of the overall performance of rigid blocks in the presence of magnetic restoring forces.

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摇块的磁恢复力
本研究探讨了为摇块增加额外磁恢复力以改善其整体动态性能的想法。所提出的概念是在摇块中引入一对相同的磁铁。两块磁铁在各自的体积中心被认为是叠加的,并嵌入到摇块和支撑底座中。当适当磁化时,这对磁铁会为摇块提供额外的磁恢复力,尽管当两块磁铁接触时,磁恢复力达到最大值,但随着两块磁铁之间距离的增加,磁恢复力会减小。所提出的概念在受到脉冲式底座激励时,揭示了磁恢复力的固有问题。从摇摆木块的倾覆频谱可以发现,在有磁铁存在的情况下,木块会发生故障(倾覆),而当木块自身的重量作为唯一的恢复力时,相同的无磁铁木块会安全地摇摆(无倾覆)。这一有趣的发现似乎与直觉相反。是否可能是通过提供额外的恢复力 "驱使 "木块翻转呢?这项研究表明,当摇摆木块向垂直位置返回时,有磁铁时的角速度高于无磁铁时的角速度。角速度的增加是磁恢复力性质的直接结果,也是导致刚性块在自由振动状态下发生倾覆的主要原因。为了减轻使用磁恢复力的缺点,本文引入了对一对磁铁进行半主动控制的想法,并对此进行了详细解释。本文最后介绍了刚性块在磁恢复力作用下整体性能的优点和潜在缺点。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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