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dc.contributor.authorKoc, Varol
dc.contributor.authorEmiroglu, Yusuf
dc.date.accessioned2020-06-21T13:33:19Z
dc.date.available2020-06-21T13:33:19Z
dc.date.issued2016
dc.identifier.issn1598-8198
dc.identifier.issn1598-818X
dc.identifier.urihttps://doi.org/10.12989/cac.2016.17.5.683
dc.identifier.urihttps://hdl.handle.net/20.500.12712/13349
dc.descriptionWOS: 000377545400008en_US
dc.description.abstractIn the standards, minimum reinforcement ratios are presented as the least reinforcement ratios that bearing elements should have in a way to include all systems and in general. However, naturally these general minimum ratios might be presented as being lower than the normally required reinforcement ratios by criteria such as system size, bearing system arrangement, section situation and distributions of the elements and earthquake effect. In this case, minimum reinforcement ratios may remain as meaningless restrictions. Then grouping the criterion that might affect reinforcement ratios according to certain parameters and creating minimum reinforcement ratios regarding preliminary design will provide ease and safety during the project designing. Moreover, it will enable fast and simple examinations in the beginning of project control and evaluation process. By means of the data which could be defined as "preliminary design & minimum reinforcement ratios", a more realistic and safe restriction compared to general minimum reinforcement ratios could be presented. As a result of numerous comprehensive studies, reinforcement ratios to include all certain systems might be obtained. Today, thanks to the development level of finite elements programs which can make reinforced concrete modelling, with the studies that are impossible to carry out beforehand, this deficiency in the minimum reinforcement ratios in the standarts may at least be partially made up with the advisory regulation of preliminary design & minimum reinforcement ratios. As the structure of the system to be examined and the diversity of the parameters range from the specific to the general, preliminary design & minimum reinforcement ratios will approximate to general minimum reinforcement ratios in real terms. By focusing on a more specific system structure and diversity of the parameters, preliminary design and even design reinforcement ratios will be approximated. In this preliminary study, a route between these two extremes was attempted to be followed. Today, it is possible to determine suggested practical ratios for project designs through carrying out numerous studies.en_US
dc.language.isoengen_US
dc.publisherTechno-Pressen_US
dc.relation.isversionof10.12989/cac.2016.17.5.683en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectfinite element analysisen_US
dc.subjectminimum reinforcement ratiosen_US
dc.subjectreinforced concreteen_US
dc.subjectpreliminary designen_US
dc.titleA study about determination of preliminary design & minimum reinforcement ratiosen_US
dc.typearticleen_US
dc.contributor.departmentOMÜen_US
dc.identifier.volume17en_US
dc.identifier.issue5en_US
dc.identifier.startpage683en_US
dc.identifier.endpage702en_US
dc.relation.journalComputers and Concreteen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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