Composite cold-formed steel rubberised concrete building framed systems
dc.contributor.author | Iraguha, Dieudonne | |
dc.contributor.author | Deniz, Derya | |
dc.contributor.author | Sabbagh, A. B. | |
dc.contributor.author | Torabian, S. | |
dc.contributor.author | Jafarifar, N. | |
dc.date.accessioned | 2023-08-07T11:06:04Z | |
dc.date.available | 2023-08-07T11:06:04Z | |
dc.date.issued | 2022 | |
dc.identifier.isbn | 978-199080004-7 | |
dc.identifier.issn | 2369-3002 | en_US |
dc.identifier.uri | http://hdl.handle.net/10679/8579 | |
dc.identifier.uri | https://avestia.com/ICCSTE2022_Proceedings/files/paper/ICCSTE_210.pdf | |
dc.description.abstract | In this research, with the use of cold-formed steel (CFS) sections in-filled with rubberized concrete (RuC), a new low-carbon construction system is developed and assessed for its structural resilience and environmental impact compared to the current conventional earthquake-proof construction. First, connection level moment-rotation responses of the new form of CFS-RuC framed structure are validated against the results obtained from detailed finite element analyses. Next, nonlinear pushover analyses are undertaken on the CFS-RuC framed system in conjunction with conventional hot-rolled steel and reinforced-concrete (RC) frames for a case study selected in Istanbul. Lastly, economic and environmental impact analyses are conducted on the frame systems. The results show that the new CFS-RuC composite system offers both structural and environmental advantages compared to conventional systems. In terms of seismic performance of multi-storey buildings, it is shown that the ductility capacity of the CFS-RuC system can be improved by increasing the number of stories. | en_US |
dc.description.sponsorship | Royal Academy of Engineering | |
dc.language.iso | eng | en_US |
dc.publisher | Avestia Publishing | en_US |
dc.relation.ispartof | International Conference on Civil, Structural and Transportation Engineering | |
dc.rights | openAccess | |
dc.title | Composite cold-formed steel rubberised concrete building framed systems | en_US |
dc.type | Conference paper | en_US |
dc.publicationstatus | Published | en_US |
dc.contributor.department | Özyeğin University | |
dc.contributor.authorID | (ORCID 0000-0002-0927-7669 & YÖK ID 293374) Deniz, Derya | |
dc.contributor.ozuauthor | Deniz, Derya | |
dc.identifier.doi | 10.11159/iccste22.210 | en_US |
dc.subject.keywords | Carbon footprint | en_US |
dc.subject.keywords | Cold-formed Steel | en_US |
dc.subject.keywords | Rubberized concrete | en_US |
dc.subject.keywords | Seismic performance | en_US |
dc.subject.keywords | Semi-rigid connections | en_US |
dc.identifier.scopus | SCOPUS:2-s2.0-85145265993 | |
dc.contributor.ozugradstudent | Iraguha, Dieudonne | |
dc.relation.publicationcategory | Conference Paper - International - Institutional Academic Staff and Graduate Student |
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