双层环形弹簧元隔振系统的设计和隔振性能

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Dongyu Shi , Jue Han , Hualin Fan
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引用次数: 0

摘要

为改善隔震效果,我们开发了基于双层环簧谐振器(RSR)的元隔震系统(RSR-M)。在数值计算中,引入了冲击加速度比(SAR)、冲击位移比(SDR)和相对位移比(RDR)来评估传统隔振系统(CON)和 RSR-M 的隔振性能,同时考虑了激励振幅、中间质量块重量和下部隔振器刚度的影响。结果表明,RSR-M 的 SAR 始终小于 CON,RSR-M 的 SDR 首先在冲击放大区域大于 CON,然后在隔离区域小于 CON。由于隔振器的软化行为,中间质量块的重量对 RSR-M 的隔振性能影响不大。最后,还进行了隔振实验,测量了所选钢丝绳隔振器的阻尼比,进一步分析了 RSR-M 的隔振性能。 总的来说,元隔振系统在一定意义上为工程结构隔振系统的设计提供了新的参考和思路。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Design and shock isolation performances of two-layered ring-spring meta-isolation systems

Design and shock isolation performances of two-layered ring-spring meta-isolation systems
Two-layered ring-spring-resonator (RSR) based meta-isolation system (RSR-M) has been developed to improve shock isolation effect. In the numerical calculations, shock acceleration ratio (SAR), shock displacement ratio (SDR) and relative displacement ratio (RDR) were introduced to evaluate the shock isolation performances of the conventional isolation system (CON) and the RSR-M, considering the effects of the excitation amplitude, the weight of the middle mass block and the stiffness of the lower isolators. The results demonstrate that the SAR of the RSR-M is always smaller than that of the CON, and the SDR of the RSR-M is first larger than that of CON in the shock amplification region and then smaller in the isolation region. The weight of middle mass blocks has little influence on the isolation performance of the RSR-M because of the softening behavior of the isolators. Finally, shock isolation experiments were also carried out to measure the damping ratios of the selected wire rope isolators and further analyze the isolation performance of the RSR-Ms. In general, meta-isolation system provides a new reference and idea for the design of the isolation system of engineering structures in some sense.
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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