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

Figure 19

Plastic hinge distribution with 7-degree (0.15 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.

(a)

(b)