{"title":"Gusset plate friction damper with double plate core buckling-restrained brace","authors":"Makoto Sakai , Hiroshi Tagawa , Xingchen Chen , Makoto Uehara , Makoto Nishimura","doi":"10.1016/j.istruc.2025.110243","DOIUrl":null,"url":null,"abstract":"<div><div>Buckling-restrained braces (BRBs) are widely applied in building structures to control vibrations during major earthquakes. However, conventional BRBs do not yield or dissipate energy at low vibration amplitudes. To address this concern, this study proposes gusset plate friction dampers (GPFDs) with a double-plate core buckling-restrained brace (BRB). To delay the BRB action, gusset plates with multiple slot holes were used. Under a small vibration, a friction force is generated at the brace-end connection portions, whereas under a large vibration, the bolts contact the gusset plates, and the core plates of the BRB yield with a delay. Therefore, a BRB with GPFDs can provide a double-stage energy-dissipation mechanism for various earthquake intensities. Cyclic loading tests were performed for the test specimens of the BRB with GPFDs, and the results revealed a superior hysteretic performance, exhibiting double-stage energy dissipation. Furthermore, loading tests and finite element analyses were performed for connections with misaligned slot holes in the gusset plate to investigate the manufacturing accuracy requirements of slot holes for a safer design.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"81 ","pages":"Article 110243"},"PeriodicalIF":4.3000,"publicationDate":"2025-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425020582","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
Buckling-restrained braces (BRBs) are widely applied in building structures to control vibrations during major earthquakes. However, conventional BRBs do not yield or dissipate energy at low vibration amplitudes. To address this concern, this study proposes gusset plate friction dampers (GPFDs) with a double-plate core buckling-restrained brace (BRB). To delay the BRB action, gusset plates with multiple slot holes were used. Under a small vibration, a friction force is generated at the brace-end connection portions, whereas under a large vibration, the bolts contact the gusset plates, and the core plates of the BRB yield with a delay. Therefore, a BRB with GPFDs can provide a double-stage energy-dissipation mechanism for various earthquake intensities. Cyclic loading tests were performed for the test specimens of the BRB with GPFDs, and the results revealed a superior hysteretic performance, exhibiting double-stage energy dissipation. Furthermore, loading tests and finite element analyses were performed for connections with misaligned slot holes in the gusset plate to investigate the manufacturing accuracy requirements of slot holes for a safer design.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.