Investigation of Shear Strength and Deformation Capacity Models of Reinforced Concrete Columns
نویسندگان
چکیده
Göçme öncesi sismik performans seviyesinde, kesmeye maruz betonarme kolonların yatay yük ve eksenel taşıma kapasitelerindeki azalmayı bu davranışların tüm yapıya etkilerini modellemeye tahmin etmeye ihtiyaç vardır. Kesme dayanımı ile deformasyon kapasite davranışlarının incelenmesi için farklı beton basınç dayanımı, seviyesi spiral donatı oranlarında dairesel kolon modelleri tasarlanmıştır. Tasarlanan kesme davranışı kapasiteleri, ASCE/SEI 41 (2017) araştırmacılar tarafından önerilen modellere göre araştırılmıştır. Betonarme moment-eğrilik ilişkilerinden elde edilen karakteristik değerlere elastik, plastik toplam yer değiştirme değerleri hesaplanarak süneklik ilişkileri incelenmiştir. kolonlar analizlerden dayanımlarının seviyesi, oranı değerlerinden etkilendiği görülmektedir.
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ژورنال
عنوان ژورنال: Türk deprem ara?t?rma dergisi
سال: 2022
ISSN: ['2687-301X']
DOI: https://doi.org/10.46464/tdad.1008476