Research Article
Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method
Table 6
Results of the analyses of LRDF, energy, and E-WOA methods in 8-story structures.
| Average capacity of beams to columns | Minimum capacity of beams to columns | Maximum capacity of beams to columns | Average stress ratio | Minimum stress ratio | Maximum stress ratio | | Design methods |
| 0.8669 | 0.6357 | 0.9664 | 0.7243 | 0.5541 | 0.9398 | Beams | LRFD | 0.7006 | 0.3723 | 0.9346 | Columns |
| 0.8492 | 0.3757 | 1. 0 | 0.7655 | 0.5634 | 0.9722 | Beams | Energy | 0.6882 | 0.3155 | 1.011 | Columns |
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