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

<div>Geometric dimensions and reinforcement details of test specimens. (a) Test setup and reinforcement details of specimen KJ-1. (b) Test setup and reinforcement details of specimen KJ-2.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures 