Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures

<div>Plastic hinge distribution with 8-degree (0.20 g) fortification intensity. (a) Considering the beam-to-column linear stiffness ratio limit values. (b) Not considering the beam-to-column linear stiffness ratio limit values.</div>

Advances in Civil Engineering

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Figure 20

Figure 20: Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures 