Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method

<div>Comparing diagrams of the relative lateral displacement of 8-, 16-, and 24-story buildings.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 

Figure 11 | Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 