Investigation of the behaviour of single span reinforced concrete historic bridges by using the finite element method

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dc.contributor.authorYuksel, S. B.
dc.date.accessioned2020-03-26T17:39:02Z
dc.date.available2020-03-26T17:39:02Z
dc.date.issued2009
dc.departmentSelçuk Üniversitesien_US
dc.description11th International Conference on Structural Studies, Repairs and Maintenance of Heritage Architecture -- JUL 22-24, 2009 -- Tallinn, ESTONIAen_US
dc.description.abstractSingle span reinforced concrete (RC) historic bridges have been commonly constructed with symmetric parabolic haunches. Due to their non-prismatic geometrical configuration, their assessment, particularly the computation of fixed-end forces (FEFs) and fixed-end moments (FEMs), becomes a complex problem. Therefore, the aim of this study is to investigate the modelling, analysis and behaviour of such bridges with the aid of finite element (FE) modelling. FEFs and FEMs due to uniformly distributed loads and point loads, as well as vertical deflections, were computed through a comprehensive parametric study. Design formulas and dimensionless design coefficients were proposed based on a comprehensive parametric study using FE models.en_US
dc.description.sponsorshipWessex Inst Technol, WIT Transact Built Environmen_US
dc.identifier.doi10.2495/STR090251en_US
dc.identifier.endpage288en_US
dc.identifier.isbn978-1-84564-196-2
dc.identifier.issn1746-4498en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage279en_US
dc.identifier.urihttps://dx.doi.org/10.2495/STR090251
dc.identifier.urihttps://hdl.handle.net/20.500.12395/23631
dc.identifier.volume109en_US
dc.identifier.wosWOS:000271615400025en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherWIT PRESSen_US
dc.relation.ispartofSTRUCTURAL STUDIES, REPAIRS AND MAINTENANCE OF HERITAGE ARCHITECTURE XIen_US
dc.relation.ispartofseriesWIT Transactions on the Built Environment
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjecthistoric bridgeen_US
dc.subjectnon-prismatic memberen_US
dc.subjectfinite element analysisen_US
dc.subjectparabolic haunchen_US
dc.subjectstiffness factoren_US
dc.subjectfixed-end forceen_US
dc.titleInvestigation of the behaviour of single span reinforced concrete historic bridges by using the finite element methoden_US
dc.typeConference Objecten_US

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