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 8
Results of the analyses of LRDF, energy, and E-WOA methods in 24-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 |
| 0.2722 | 0.01 | 0.6528 | 0.8064 | 0.4388 | 0.9621 | Beams | LRFD | 0.5301 | 0.2242 | 0.9394 | Columns |
| 0.1937 | 0.01 | 0.6812 | 0.8429 | 0.4691 | 1.00 | Beams | Energy | 0.4333 | 0.2395 | 0.6505 | Columns |
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