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

<div>Pushover graph of an 8-story frame designed by the LRFD method.</div>

Advances in Civil Engineering

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Figure 13

Figure 13: Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 

Figure 13 | Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 