Determination of Moment Capacity M-p for Rectangular Reinforced Concrete Columns
TEKNIK DERGI, cilt.20, sa.1, ss.4545-4565, 2009 (SCI-Expanded, Scopus, TRDizin)
- Yayın Türü: Makale / Tam Makale
- Cilt numarası: 20 Sayı: 1
- Basım Tarihi: 2009
- Dergi Adı: TEKNIK DERGI
- Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, TR DİZİN (ULAKBİM)
- Sayfa Sayıları: ss.4545-4565
- Yıldız Teknik Üniversitesi Adresli: Evet
Özet
Turkish Seismic Code obligates the capacity design procedure for the calculation of the design shear force of RC beams and columns. Therefore, the plastic hinge moment capacity (M-p) at the ends of the column must be determined as realistic as possible. Turkish Seismic Design Code recommends an increase of 40% in ultimate moment capacity (M-r) to obtain the plastic hinge moment capacity (M-p), unless a detailed calculation is carried out. However, this recommendation remains insufficient to obtain plastic hinge moment capacity for high levels of axial load.