A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections
dc.contributor.author | Ozkilic, Yasin O. | |
dc.date.accessioned | 2024-02-23T14:31:24Z | |
dc.date.available | 2024-02-23T14:31:24Z | |
dc.date.issued | 2020 | |
dc.department | NEÜ | en_US |
dc.description.abstract | This paper describes a new type of replaceable fuse for moment resisting frames. Column-tree connections with beam splice connections are frequently preferred in the moment resisting frames since they eliminate field welding and provide good quality. In the column-tree connections, a part of the beam is welded to the column in the shop and the rest of the beam is bolted with the splice connection in the field. In this study, a replaceable reduced beam section (R-RBS) connection is proposed in order to eliminate welding process and facilitate assembly at the site. In the proposed R-RBS connection, one end is connected by a beam splice connection to the beam and the other end is connected by a bolted end-plate connection to the column. More importantly is that the proposed R-RBS connection allows the replacement of the damaged R-RBS easily right after an earthquake. Pursuant to this goal, experimental and numerical studies have been undertaken to investigate the performance of the R-RBS connection. An experimental study on the RBS connection was used to substantiate the numerical model using ABAQUS, a commercially available finite element software. Additionally, five different finite element models were developed to conduct a parametric study. The results of the analysis were compared in terms of the moment and energy absorption capacities, PEEQ, rupture and tri-axiality indexes. The design process as well as the optimum dimensions of the RRBS connections are presented. It was also demonstrated that the proposed R-RBS connection satisfies AISC criteria based on the nonlinear finite element analysis results. | en_US |
dc.description.sponsorship | Department of Scientific Research Projects at Necmettin Erbakan University [181219006] | en_US |
dc.description.sponsorship | This study has been supported by the Department of Scientific Research Projects at Necmettin Erbakan University with the project coded 181219006. | en_US |
dc.identifier.doi | 10.12989/scs.2020.35.3.353 | |
dc.identifier.endpage | 370 | en_US |
dc.identifier.issn | 1229-9367 | |
dc.identifier.issn | 1598-6233 | |
dc.identifier.issue | 3 | en_US |
dc.identifier.scopus | 2-s2.0-85090005483 | en_US |
dc.identifier.scopusquality | Q1 | en_US |
dc.identifier.startpage | 353 | en_US |
dc.identifier.uri | https://doi.org/10.12989/scs.2020.35.3.353 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12452/15154 | |
dc.identifier.volume | 35 | en_US |
dc.identifier.wos | WOS:000531021200003 | en_US |
dc.identifier.wosquality | Q1 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Techno-Press | en_US |
dc.relation.ispartof | Steel And Composite Structures | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Reduced Beam Section | en_US |
dc.subject | Abaqus | en_US |
dc.subject | Rupture Index | en_US |
dc.subject | Peeq | en_US |
dc.subject | Column-Tree Connections | en_US |
dc.subject | Cyclic Loading | en_US |
dc.subject | Beam Splice | en_US |
dc.subject | Tri-Axiality Index | en_US |
dc.subject | Replaceable Fuse | en_US |
dc.title | A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections | en_US |
dc.type | Article | en_US |