A Subbuteo-Inspired Rolling Isolation System for Protecting Rigid Blocks

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
George C. Tsiatas, Aristotelis E. Charalampakis, Panos Tsopelas
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Abstract

This study investigates a Subbuteo-inspired rolling isolation system (RIS) as an effective means for protecting rigid blocks. The block is assumed to be rigidly connected to a curved base sector, allowing it to roll back and forth freely under dynamic excitations. The intrinsic trait of the proposed isolation concept is that the rigid block is part of the isolation system, affecting its dynamical behavior by lowering the system's center of mass. Conventional RISs utilize spherical or cylindrical rolling elements between the structure and its foundation to decouple seismic forces and reduce the transmission of ground motion. These systems capitalize on the rolling mechanism's ability to convert translational motion into rotational motion, thus diminishing the acceleration and forces experienced by the superstructure. Key findings demonstrate that in the proposed isolation system this mechanism is further improved due to the lowered center of mass, which results in a significant improvement in the seismic resilience of rigid blocks. The system's ability to self-center after rotation and its inherent simplicity make it an alternative to conventional isolation methods. The study also addresses the potential limitations and challenges, including stability under large rotations and the impact of rolling resistance. Overall, this work provides a comprehensive understanding of the behavior, performance, design, and practical implementation of the new RIS, paving the way for its broader application in seismic protection strategies.

Abstract Image

一种用于保护刚性块的亚buteo型滚动隔离系统
本研究探讨了一种由subbuteo启发的滚动隔离系统(RIS)作为保护刚性块的有效手段。假定该块与弯曲的基扇区刚性连接,允许它在动态激励下自由地前后滚动。所提出的隔离概念的内在特征是刚性块体是隔离系统的一部分,通过降低系统的质心来影响其动力学行为。传统的RISs利用结构和基础之间的球形或圆柱形滚动单元来解耦地震力并减少地震动的传递。这些系统利用了滚动机构将平移运动转化为旋转运动的能力,从而减少了上部结构所经历的加速度和力。关键研究结果表明,在本文提出的隔震体系中,由于降低了质心,这一机制得到了进一步改善,从而显著提高了刚性块体的抗震能力。该系统旋转后自中心的能力及其固有的简单性使其成为传统隔离方法的替代方案。该研究还解决了潜在的限制和挑战,包括在大旋转和滚动阻力影响下的稳定性。总的来说,这项工作提供了对新RIS的行为、性能、设计和实际实施的全面理解,为其在地震保护策略中的更广泛应用铺平了道路。
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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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