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Effect Of Axıal Load, Materıal Model And Confınement On Behavıor Of Rc Sectıons

Joint Work Article Of Kerem Peker And Sinem Kolgu, Issued For The 5th. National Earthquake Engineering Conference, Held On May 26-30, By Cooperation Of İTÜ And IMO

In this study are analyzed that the effect of the axial load, material model and confinement changes on the behavior of reinforced concrete sections. The section behavior is observed with moment curvature relation, plastic rotation capacity and curvature ductility.

Keywords: RC section, Ductility, Moment curvature relation, Plastic rotation capacity

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» Effect Of Axıal Load, Materıal Model And Confınement On Behavıor Of Rc Sectıons
Joint Work Article Of Kerem Peker And Sinem Kolgu, Issued For The 5th. National Earthquake Engineering Conference, Held On May 26-30, By Cooperation Of İTÜ And IMO

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