{"title":"Development and characterization of a gravity-well-based triple friction pendulum system","authors":"Sasa Cao, Jie Huang","doi":"10.1016/j.soildyn.2025.109486","DOIUrl":null,"url":null,"abstract":"<div><div>Recently, variable stiffness double friction pendulum systems have been extensively studied. Nonetheless, achieving high initial stiffness, softening stiffness during Design Basis Earthquakes (DBE), and subsequent high stiffness during Maximum Considered Earthquakes (MCE) within the limited space of curved surfaces remains a significant challenge. To address this issue, a novel gravity-well-based triple friction pendulum system (GW-TFPS) with adaptable stiffness is proposed. The upper and lower sliding surfaces feature interior spherical geometries with a small radius to enhance self-centering capability, while the exterior surfaces are shaped according to a logarithmic function to ensure reduced stiffness. Additionally, the internal sliding surfaces are spherical with an even smaller radius, ensuring higher stiffness. The friction coefficient of the internal sliding surfaces is larger than that of the top and bottom surfaces to ensure they engage last. The design theory, working mechanism, and restoring force model of GW-TFPS were presented at first. A specimen was fabricated and tested under various vertical pressures to evaluate its characteristics, which were compared with a gravity-well-based double friction pendulum system (GW-DFPS) of identical dimensions. The GW-TFPS not only maintains the superior self-centering and energy dissipation capabilities of the GW-DFPS at small displacements but also exhibits high stiffness at larger displacements, significantly enhancing the system's displacement-limiting capabilities.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"197 ","pages":"Article 109486"},"PeriodicalIF":4.2000,"publicationDate":"2025-05-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125002799","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Recently, variable stiffness double friction pendulum systems have been extensively studied. Nonetheless, achieving high initial stiffness, softening stiffness during Design Basis Earthquakes (DBE), and subsequent high stiffness during Maximum Considered Earthquakes (MCE) within the limited space of curved surfaces remains a significant challenge. To address this issue, a novel gravity-well-based triple friction pendulum system (GW-TFPS) with adaptable stiffness is proposed. The upper and lower sliding surfaces feature interior spherical geometries with a small radius to enhance self-centering capability, while the exterior surfaces are shaped according to a logarithmic function to ensure reduced stiffness. Additionally, the internal sliding surfaces are spherical with an even smaller radius, ensuring higher stiffness. The friction coefficient of the internal sliding surfaces is larger than that of the top and bottom surfaces to ensure they engage last. The design theory, working mechanism, and restoring force model of GW-TFPS were presented at first. A specimen was fabricated and tested under various vertical pressures to evaluate its characteristics, which were compared with a gravity-well-based double friction pendulum system (GW-DFPS) of identical dimensions. The GW-TFPS not only maintains the superior self-centering and energy dissipation capabilities of the GW-DFPS at small displacements but also exhibits high stiffness at larger displacements, significantly enhancing the system's displacement-limiting capabilities.
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.