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What is Classification of Beam-Column Joints about?

This conference paper discusses the classification of reinforced concrete beam-column joints, emphasizing the impact of shear deformation on the behavior of reinforced concrete frames. It proposes criteria for classifying these joints as rigid or semi-rigid based on the reduction of frame load capacity due to joint deformation, suggesting that joints can be classified as rigid if the reduction is under 5%. The paper also analyzes the implications of joint stiffness on frame behavior, including lateral drift

Author

Sara BACHIR

Language

EN