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

<div>Response spectra of selected seismic waves. (a) Comparison of selected seismic wave and design response spectra. (b) Comparison of average and design response spectra.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures 