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

<div>Plastic hinges created in the 16-story frames designed by the energy and LRFD methods.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 

Figure 16 | Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 