The OpenSees Community

Need additional script for it? I do not have any knowledge for parallel

Thank you for replying , yes sure , i have a robust motor analysis that converges any complex model but it is necessary for my model because simple analysis script can't converges the model.

hi , I have a 8story-2D steel moment frame with panelzone and concentrated plastic hinge as RBS , but time to IDA analysis is too long , namely after 48hr, only one record was analyzed, why the analysis time is too high? can someone advise me to reduce analysis time? thank you.

Can someone please help? It has been four weeks and I am still unsure what is going on.

Hi
I have modeled a 2D steel moment frame (4 story) with RBS and PanelZone with Period (1.57s) that verified by a paper , when i eliminate PanelZone ,the Period increases to 4.5s , what's the problem ? should we always model RBS with panelzone or we can model RBS individually?
Thanks

Hello all guys ...
I have modeled a steel moment frame , 4 Storey , 3 span , W-shape steel and fiber elements and I trying to consider column buckling .
How can i consider column buckling behavior in SMF's?

I am using OpenSees 2.5.0 . To get an output,the output file is created but contains no data with 0kb output. what's the problem?
(windows 10/64-bit)