Panel Zone Properties
Panel Zone Properties
(OP)
Anyone knows how the propertiees for panel zones are obtained when assigning panel zones to a joint (Assign > Joint > Panel Zones > Elastic Properties from column)? Is it based on the simple model proposed by Krawinkler? I cannot find any info about that in either the reference manuals or the Help.
Thanks
Thanks





RE: Panel Zone Properties
https://wiki.csiberkeley.com/display/etabs/Panel+z...
Regards
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...