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Simplified Design Equation of Minimum Interior Joint Depth for Special Moment Frames with High-Strength Reinforcement

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Figure

Fig. 1 Moment‑resisting frame joints with plastic hinges at the joint
Table 1 Comparison of existing design equations for the minimum joint depth.
Fig. 3 Comparison of minimum column dimensions required by different codes and recommendations for a reference beam‑column joint having a column axial load of 0.2 Agf′c , a reinforcement ratio of As,bot/As,top = 0.75 , and various concrete strengths.
Fig. 4 Acceptance criteria for testing components of special moment frames given by ACI 374.1‑05.
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