{"title":"Experimental study on seismic performance of self-centering connection with replaceable arc-shaped plate","authors":"","doi":"10.1016/j.jcsr.2024.109044","DOIUrl":null,"url":null,"abstract":"<div><div>An experimental study was conducted on the seismic performance of a new type of replaceable arc-shaped connecting plate self-centering beam-column connection. One ordinary bolted connection node, four arc-shaped connecting plate self-centering nodes, and one dog-bone shaped connecting plate self-centering node specimens were designed and fabricated for the study, and these six node specimens were subjected to cyclic reciprocating load tests. The failure characteristics of each node were analyzed, and the seismic performance of the new type of node was investigated. The test results indicate that the new type of node exhibits small residual deformation after an earthquake, and effective improvement in load-carrying capacity, demonstrating good seismic performance. Additionally, the peak strength of the new type of node is positively correlated with the initial prestressing and the connecting plate thickness, and the recentering capability is positively correlated with the initial prestressing. Therefore, by optimizing the combination of initial prestressing of the steel tendons and the connecting plate thickness, the seismic performance of the nodes can be further enhanced.</div></div>","PeriodicalId":15557,"journal":{"name":"Journal of Constructional Steel Research","volume":null,"pages":null},"PeriodicalIF":4.0000,"publicationDate":"2024-09-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Constructional Steel Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0143974X24005947","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
An experimental study was conducted on the seismic performance of a new type of replaceable arc-shaped connecting plate self-centering beam-column connection. One ordinary bolted connection node, four arc-shaped connecting plate self-centering nodes, and one dog-bone shaped connecting plate self-centering node specimens were designed and fabricated for the study, and these six node specimens were subjected to cyclic reciprocating load tests. The failure characteristics of each node were analyzed, and the seismic performance of the new type of node was investigated. The test results indicate that the new type of node exhibits small residual deformation after an earthquake, and effective improvement in load-carrying capacity, demonstrating good seismic performance. Additionally, the peak strength of the new type of node is positively correlated with the initial prestressing and the connecting plate thickness, and the recentering capability is positively correlated with the initial prestressing. Therefore, by optimizing the combination of initial prestressing of the steel tendons and the connecting plate thickness, the seismic performance of the nodes can be further enhanced.
期刊介绍：
The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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