DSpace Repository

Strengthening of Columns with Different Innovative Composite Materials for RC Buildings without Sufficient Earthquake Resistance

Show simple item record

dc.contributor.author Mercimek, Ömer
dc.contributor.author Ghoroubi, Rahim
dc.contributor.author Özdemir, Anıl
dc.contributor.author Anıl, Özgür
dc.date.accessioned 2024-03-29T11:55:12Z
dc.date.available 2024-03-29T11:55:12Z
dc.date.issued 2022
dc.identifier.citation Mercimek, Ömer...et al. "Strengthening of Columns with Different Innovative Composite Materials for RC Buildings without Sufficient Earthquake Resistance", Journal of Polytechnic, Vol. 25, No. 4, pp. 1463-1473. tr_TR
dc.identifier.issn 2147-9429
dc.identifier.uri http://hdl.handle.net/20.500.12416/7828
dc.description.abstract The Turkey includes the world's second most active faults and is geographically situated at a very high seismic activity. Research on strengthening RC (reinforced- concrete) structures without adequate earthquake resistance has become an extremely important issue. Taking into account the objectives of this research, an experimental study is designed to strengthen the columns without adequate earthquake resistance by using carbon-reinforced-fiber-fabric (CFRP) strips and textile-reinforced-mortar (TRM) layers with two separate types of advanced composite materials. The variables evaluated within the study horizon are the composite material type used for strengthening, the width of the strip, and whether or not the anchor is used at the point of strip overlap. In this experiment, nine RC column were produced and were tested by affecting axial load, which are the reference test specimens without strengthening and eight RC column test specimens strengthened with two separate types of composite material. The load-displacement behavior, initial stiffness value, energy dissipation capacities, ultimate load capacity and displacement ductility ratios have been measured according to the test results. It was also examined which of the two different composite materials used to strengthen the columns of the RC is more efficient in improving the columns performance. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.2339/politeknik.836054 tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject RC Column tr_TR
dc.subject Axial Loading tr_TR
dc.subject Composite Materials tr_TR
dc.subject CFRP tr_TR
dc.subject TRM tr_TR
dc.title Strengthening of Columns with Different Innovative Composite Materials for RC Buildings without Sufficient Earthquake Resistance tr_TR
dc.type article tr_TR
dc.relation.journal Journal of Polytechnic tr_TR
dc.identifier.volume 25 tr_TR
dc.identifier.issue 4 tr_TR
dc.identifier.startpage 1463 tr_TR
dc.identifier.endpage 1473 tr_TR
dc.contributor.department Çankaya Üniversitesi, Fen - Edebiyat Fakültesi, Matematik Bölümü tr_TR


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record