Examination of structures built with tunnel formwork in terms of strength and cost according to the earthquake regulations of 2007 and 2018

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dc.authorid0000-0003-2226-9185en_US
dc.authorid0000-0002-8802-0588en_US
dc.contributor.authorDilek, Yılmaz
dc.contributor.authorKaraşin, Abdulhalim
dc.date.accessioned2022-05-05T12:20:13Z
dc.date.available2022-05-05T12:20:13Z
dc.date.issued2021en_US
dc.departmentDicle Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionWOS:000784121900005
dc.description.abstractTurkey has always been exposed to active fault lines passing through and unpredictable seismic activities. These ground movements have always been one of the important issues in our country, which have led to great destruction and loss of lives and property in its past. For this reason, our earthquake regulations, which aim to design more accurately against earthquake movements, are continuously made improvements. In this study, the analysis of structures built with tunnel formwork system which is popular today with the new earthquake regulations entered into force in 2018, and the strength and cost according to the old earthquake regulation in terms of what differences will occur. In addition to the study, we investigated how the number of floors and regular floor plans affects the results. For this purpose, two types of structures were covered with 5, 10, and 15 storey models created, first in the 2007 earthquake regulation; then, in the 2018 earthquake regulation, design analysis was carried out. As a result, the new earthquake regulation, which came into force in 2018, led to more realistic results as it provides more accurate environmental inputs used in design analysis. Earthquake loads affecting floors increased by 3.9% for 5 storey in regular structures, decreasing by 38.4% for 10 stories and 43.3% for 15 stories. More irregular structures increased 7.3% for 5 storey, 10-storey structures decreased by 38.9%, and 15-storey structures decreased by 43.6%. In terms of cost, there was a 0.07% increase in total cost in 5-storey buildings, 2.45% in 10-storey buildings, and a 3.91% reduction in 15-storey buildings. In addition to these results, an empirical formula that estimates m(2) prices depending on the number of floors was obtained.en_US
dc.identifier.citationDilek, Y. ve Karaşin, A. (2022). Examination of structures built with tunnel formwork in terms of strength and cost according to the earthquake regulations of 2007 and 2018. Advances in Civil Engineering, 2021, 1-19.en_US
dc.identifier.doi10.1155/2021/6380783
dc.identifier.endpage19en_US
dc.identifier.issn1687-8086
dc.identifier.issn1687-8094
dc.identifier.scopus2-s2.0-85122245564
dc.identifier.scopusqualityQ2
dc.identifier.startpage1en_US
dc.identifier.urihttps://www.hindawi.com/journals/ace/2021/6380783/
dc.identifier.urihttps://hdl.handle.net/11468/9790
dc.identifier.volume2021en_US
dc.identifier.wosWOS:000784121900005
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorDilek, Yılmaz
dc.institutionauthorKaraşin, Abdulhalim
dc.language.isoenen_US
dc.publisherHindawi LTDen_US
dc.relation.ispartofAdvances in Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleExamination of structures built with tunnel formwork in terms of strength and cost according to the earthquake regulations of 2007 and 2018en_US
dc.titleExamination of structures built with tunnel formwork in terms of strength and cost according to the earthquake regulations of 2007 and 2018
dc.typeArticleen_US

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