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This paper investigates the moment-rotation behavior of reinforced concrete beam-column connections through experimental tests and proposes a simple analytical model for predicting this behavior. The model accounts for the relative slip of flexural reinforcement and the effects of cracking, and it has been validated against experimental results, showing good agreement. The findings aim to improve the accuracy of structural design by considering the semi-rigid behavior of connections in reinforced concrete f

Author

integrated0engineering

Language

EN