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Panel

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zones

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are

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assigned

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to

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joints

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to

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model

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the

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flexibility

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of

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beam-column

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connections.

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Panel

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zones

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may

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be

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linear

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or

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nonlinear

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,

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and

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may

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affect

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the

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following

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performance

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measures:

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  • Structural

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  • drift

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  • Structural

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  • period

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  • Moment

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  • distribution

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Panel-zone

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results

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are

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available

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through

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Display

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>

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Show

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Tables

...

>

...

Analysis

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Results

...

>

...

Element

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Output

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>

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Panel

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Zone

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Output

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When

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designing

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ductile

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steel-

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frame

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systems,

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continuity-plate

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requirements

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are

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calculated

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as

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part

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of

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the

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code-based

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design

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check.

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For

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this

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part

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of

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the

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design

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check,

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it

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is

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not

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required

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that

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panel

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zones

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be

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defined.

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Additional

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information

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may

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be

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found

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in

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the

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design-code

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documentation

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available

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under

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Help

...

>

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Documentation

...

>

...

Design

...

>

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Steel

...

Frame

...

Design.

...

Show if
groupeditors

Related Incidents:

  • Incident 34274: Modeling of partial end releases, panel zones and spring supports

See Also