A Research On Deformation Based Buckling Damage Limit For Reinforced Concrete Columns

Year 2019, Volume: 9 Issue: 1, 1625 - 1636, 01.01.2019

Ghulam Mostafa Wazıry Cem Aydemir

Abstract

Buckling damage at longitudinal reinforcement of a reinforced concrete column under inelastic
demand, leads to a rapid and significant decrease in capacity. Structural damage can be obtained in a more
Abstract: Buckling damage at longitudinal reinforcement of a reinforced concrete column under inelastic realistic way with deformation based design methods compared to force based methods. In this study, an
demand, leads to a rapid and significant decrease in capacity. Structural damage can be obtained in a more existing deformation based buckling damage limit state is introduced and the comparison of mentioned
realistic way with deformation based design methods compared to force based methods. In this study, an damage limit state with experimental results is carried out.
existing deformation based buckling damage limit state is intr

Keywords

Damage limit,, buckling,, buckling strain limit,, load-deflection

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