George C. Tsiatas, Aristotelis E. Charalampakis, Panos Tsopelas
{"title":"A Subbuteo-Inspired Rolling Isolation System for Protecting Rigid Blocks","authors":"George C. Tsiatas, Aristotelis E. Charalampakis, Panos Tsopelas","doi":"10.1002/eqe.4343","DOIUrl":null,"url":null,"abstract":"<p>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.</p>","PeriodicalId":11390,"journal":{"name":"Earthquake Engineering & Structural Dynamics","volume":"54 7","pages":"1918-1933"},"PeriodicalIF":4.3000,"publicationDate":"2025-03-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/eqe.4343","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering & Structural Dynamics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4343","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
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.
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.