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This paper focuses on the development of spring hinge models to simulate the behavior of reinforced ductile concrete components under cyclic loading, particularly in seismic applications. An experimental database was created to calibrate a phenomenological model that predicts key performance metrics such as stiffness, strength, and degradation behavior. The research aims to provide insights into how ductile concrete materials can enhance the seismic performance of structural systems, comparing the collapse
- Author
- SHIBI RAJARAM
- Language
- EN