Effect of eccentricity on the internal forces on the columns of a reinforced concrete building
Yükleniyor...
Dosyalar
Tarih
2022
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Selçuk Üniversitesi
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
In 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.
Açıklama
Anahtar Kelimeler
Eccentricity, Reinforced concrete building, Torsion
Kaynak
Selcuk University Journal of Engineering Sciences
WoS Q Değeri
Scopus Q Değeri
Cilt
21
Sayı
3
Künye
Cengiz, 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.
