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

<div>Effects of earthquake reciprocating behavior on sections [<a href="/journals/ace/2022/6718796/#B27">27</a>]. (a) The hysteresis cycle and its equivalent model. (b) Reduced hysteresis and its equivalent model.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 

Figure 4 | Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method 