Panel zones are assigned to joints to model the flexibility of beam-column connections. Panel zones may be linear or nonlinear, and may affect the following performance measures:
- Structural drift
- Structural period
- Moment distribution
Panel-zone results are available through Display > Show Tables > Analysis Results > Element Output > Panel Zone Output
When designing ductile steel-frame systems, continuity-plate requirements are calculated as part of the code-based design check. For this part of the design check, it is not required that panel zones be defined. Additional information may be found in the design-code documentation available under Help > Documentation > Design > Steel Frame Design.
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| *Related Incident:* * {incident:no=34274|comment=Modeling of partial end releases, panel zones and spring supports} |