Eleonora Grossi , Raffaele De Risi , Matteo Zerbin , Flavia De Luca , Alessandra Aprile
{"title":"一种用于混凝土预制结构改造的新型双向摩擦阻尼器:试验与数值评估","authors":"Eleonora Grossi , Raffaele De Risi , Matteo Zerbin , Flavia De Luca , Alessandra Aprile","doi":"10.1016/j.engstruct.2025.120529","DOIUrl":null,"url":null,"abstract":"<div><div>Precast RC structures, commonly used since the '60 s for industrial and commercial buildings, often feature poor connections among the main structural elements and between structural and non-structural components due to sub-standard old building codes. Such a high vulnerability, in combination with the considerable exposed value, leads to a disproportionate seismic risk. To address this, a novel Bidirectional Rotation Friction Damper (BRFD) for RC precast structures is introduced. This easy-to-install, low-cost, and reusable damper simultaneously behaves as a beam-to-column joint and a damper with bidirectional dissipative capacity, improving seismic performance and preventing brittle failures. The BRFD's bidirectional capacity requires a unique testing methodology, validated through experimental and numerical analysis. An ad hoc setup with two orthogonal actuators was used to test the damper's behavior, measuring forces, displacements, and temperatures at varying levels. The experimental results are validated with FEM analysis in the Opensees environment by developing a refined numerical model that reproduces the behaviour of all the BRFD elements. Results show the promising bidirectional behaviour of the BRFD, both in terms of hysteresis steadiness and good damping capacity.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"339 ","pages":"Article 120529"},"PeriodicalIF":5.6000,"publicationDate":"2025-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment\",\"authors\":\"Eleonora Grossi , Raffaele De Risi , Matteo Zerbin , Flavia De Luca , Alessandra Aprile\",\"doi\":\"10.1016/j.engstruct.2025.120529\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Precast RC structures, commonly used since the '60 s for industrial and commercial buildings, often feature poor connections among the main structural elements and between structural and non-structural components due to sub-standard old building codes. Such a high vulnerability, in combination with the considerable exposed value, leads to a disproportionate seismic risk. To address this, a novel Bidirectional Rotation Friction Damper (BRFD) for RC precast structures is introduced. This easy-to-install, low-cost, and reusable damper simultaneously behaves as a beam-to-column joint and a damper with bidirectional dissipative capacity, improving seismic performance and preventing brittle failures. The BRFD's bidirectional capacity requires a unique testing methodology, validated through experimental and numerical analysis. An ad hoc setup with two orthogonal actuators was used to test the damper's behavior, measuring forces, displacements, and temperatures at varying levels. The experimental results are validated with FEM analysis in the Opensees environment by developing a refined numerical model that reproduces the behaviour of all the BRFD elements. Results show the promising bidirectional behaviour of the BRFD, both in terms of hysteresis steadiness and good damping capacity.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"339 \",\"pages\":\"Article 120529\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2025-05-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029625009204\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625009204","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment
Precast RC structures, commonly used since the '60 s for industrial and commercial buildings, often feature poor connections among the main structural elements and between structural and non-structural components due to sub-standard old building codes. Such a high vulnerability, in combination with the considerable exposed value, leads to a disproportionate seismic risk. To address this, a novel Bidirectional Rotation Friction Damper (BRFD) for RC precast structures is introduced. This easy-to-install, low-cost, and reusable damper simultaneously behaves as a beam-to-column joint and a damper with bidirectional dissipative capacity, improving seismic performance and preventing brittle failures. The BRFD's bidirectional capacity requires a unique testing methodology, validated through experimental and numerical analysis. An ad hoc setup with two orthogonal actuators was used to test the damper's behavior, measuring forces, displacements, and temperatures at varying levels. The experimental results are validated with FEM analysis in the Opensees environment by developing a refined numerical model that reproduces the behaviour of all the BRFD elements. Results show the promising bidirectional behaviour of the BRFD, both in terms of hysteresis steadiness and good damping capacity.
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.