提高弹性隔震器阻尼性能的高阻尼橡胶芯的数值研究

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
G. Pianese , A.B. Habieb , D. Losanno , G. Milani
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引用次数: 0

摘要

本文对橡胶隔震器中采用高阻尼橡胶芯替代铅芯的可行性进行了数值研究。随着环境和监管对铅使用的关注日益增加,探索可持续的阻尼解决方案已成为一个重要的研究方向。本研究采用有限元分析的方法,研究了不同高阻尼橡胶成分和不同胶芯体积对高阻尼橡胶的垂直刚度、水平刚度和阻尼比等关键力学性能的影响。与以往的研究不同,本研究不仅考察了高阻尼岩心的几何效应,还探讨了橡胶材料性能的影响,全面评估了它们在隔震性能中的作用。研究结果表明,高阻尼橡胶芯具有增强能量耗散的潜力,同时保持机械稳定性,为开发更可持续的隔震器提供了有希望的一步。虽然需要进一步的实验验证和优化,但该研究为该领域的未来发展奠定了坚实的基础,指导向无铅高性能隔离系统的过渡。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical investigation of high-damping rubber cores to enhance the damping performance of elastomeric seismic isolators
This study presents a numerical investigation into the feasibility of high-damping rubber cores as a viable alternative to lead cores in elastomeric seismic isolators. With increasing environmental and regulatory concerns over the use of lead, exploring sustainable damping solutions has become a crucial research direction. This study employs finite element analysis to investigate the effects of different high-damping rubber compositions and varying rubber core volumes on key mechanical properties, such as vertical stiffness, horizontal stiffness, and damping ratio. Unlike previous studies, this research not only examines the geometric effects of high-damping cores but also explores the impact of rubber material properties, providing a comprehensive assessment of their role in seismic isolation performance. The findings suggest that high-damping rubber cores have the potential to enhance energy dissipation while maintaining mechanical stability, offering a promising step toward the development of more sustainable seismic isolators. While further experimental validation and optimization are needed, this study lays a strong foundation for future advancements in the field, guiding the transition toward lead-free high-performance isolation systems.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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