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What is Damage-Based Hysteresis Model for Concrete about?

This document summarizes a proposed hysteresis model for reinforced concrete based on the concept of accumulated damage. The model uses a damage parameter that is a function of cumulative cyclic inelastic deformation to approximate stiffness degradation and strength loss. The model was calibrated using experimental data from a small-scale reinforced concrete beam-column joint subjected to cyclic loading. The analytical model approximates the complete hysteretic response in a simple way and was shown to capt

Author

Julian Miller Palacios Espinoza

Language

EN