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D. Arcuri

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Open access Jul 2026

Three‐parameter kinematic theory for shear assessment of reinforced concrete short columns

This work presents a rational kinematics‐based model for assessing the shear capacity of rectangular reinforced concrete short columns. Due to their high stiffness and brittleness, short columns are particularly vulnerable to seismic forces, often exhibiting critical failures. The proposed model is based on three deg...

D. Arcuri, L. Petrini, B. Mihaylov · 0 citations

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