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Parameter study of the moment curvature response of circular reinforced concrete sections

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Parameter study of the moment curvature response of circular reinforced concrete sections

Shows the relation between yield curvature, yield strain of steel and section diameter

Shows the relation between strength and stiffness of the sections

Shows the relation between stiffness and reinforcing ratio

Aditionally:

• Compares observed trends with existing models

• Returns a report with the results of the analyses

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