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This document presents a nonlinear finite element analysis of deep reinforced concrete coupling beams, focusing on their load-deflection behavior and failure characteristics. The study reveals that deep coupling beams behave differently from ordinary beams, particularly after cracking, and highlights the impact of shear reinforcement and axial elongation on failure modes. The findings indicate that while increased shear reinforcement can prevent shear-tension failure, it may lead to shear-sliding failure, a

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ezelden7478

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EN