Seismosoft | Earthquake Engineering Solutions

Hi again Tim,
My email address: mdmori@yahoo.com

Thank a lot.

Hi Tim Huff,
Can you send me your sample model?
Somehow I get more confused when reading this forum and need to see an example instead of explanations.

Best Regards
Morteza Dalvandi

Dear Zoi
You were right. The problem was in element conectivity. Some parts of elements conection was damaged during incremenation.

Thanks for your help.

Hi,
I read a lot of subjects here and sent my modeling file to your email. I multiplied frame sections area by 2 and again I get the error that I said before. Can you give me a clue about my problem? Can you see it if there's any problem with it?

Thanks for your help.

Hi,
I'm modelling 15 story, 5 bay steel moment frame in seismostruct app. I want to run a dynamic time-history analysis for it. I modeled all the parameter and when I run for process, I get the error "Unable to apply the entire permanent load. Analysis terminated".
Also I modeled a 5 story, 5 bay ...