Effect of eccentricity on the internal forces on the columns of a reinforced concrete building

dc.authorid0000-0003-1571-7488en_US
dc.authorid0000-0003-0969-8751en_US
dc.authorid0000-0003-2945-8325en_US
dc.authorid0000-0003-3708-3084en_US
dc.contributor.authorCengiz, Salih
dc.contributor.authorSolak, Abdulkadir
dc.contributor.authorUnal, Alptug
dc.contributor.authorKamanli, Mehmet
dc.date.accessioned2023-01-20T07:54:30Z
dc.date.available2023-01-20T07:54:30Z
dc.date.issued2022en_US
dc.departmentBaşka Kurumen_US
dc.description.abstractIn this study, a five-storey reinforced concrete building was modeled with the IdeCAD V10 program, and the internal force changes in the columns were examined by creating different eccentricity states. While creating the eccentricity, the center of rigidity was moved away from the center of mass by changing the size of one of the corner columns. The columns whose internal strength is examined are the corner, edge and interior columns on the ground, third and fifth floors of the building. As a result of the analysis, the bending moment and shear force values in the ground floor columns have the highest values, while the torsional moment values are higher at the third floor.en_US
dc.identifier.citationCengiz, S., Solak, A., Unal, A., Kamanli, M., (2022). Effect of eccentricity on the internal forces on the columns of a reinforced concrete building. Selcuk University Journal of Engineering Sciences, 21 (03), 138-142.en_US
dc.identifier.endpage142en_US
dc.identifier.issn2757-8828en_US
dc.identifier.issue3en_US
dc.identifier.startpage138en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/44962
dc.identifier.volume21en_US
dc.language.isoenen_US
dc.publisherSelçuk Üniversitesien_US
dc.relation.ispartofSelcuk University Journal of Engineering Sciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Başka Kurum Yazarıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectEccentricityen_US
dc.subjectReinforced concrete buildingen_US
dc.subjectTorsionen_US
dc.titleEffect of eccentricity on the internal forces on the columns of a reinforced concrete buildingen_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Yükleniyor...
Küçük Resim
İsim:
615-3051-1-PB.pdf
Boyut:
441.24 KB
Biçim:
Adobe Portable Document Format
Açıklama:
Makale Dosyası
Lisans paketi
Listeleniyor 1 - 1 / 1
Küçük Resim Yok
İsim:
license.txt
Boyut:
1.44 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama: