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Thanks

I've modeled a 1bay 1 eccentrically braced frame with vertical shear link. I used the equaldof command for pinned connections.my analyze was failed. could you please tell me about this problrm.
Bests;

Hi,
How can we apply cyclic load to the triangular in three-story farme?
Bests

Hello;
I'd like to model composite vertical shear links in opensees.Also, I'd like to see their deterioration in hystersis curve.I don't know about them.Could you please tell me about modelling them? thank you very much.

Thank you very much.i see it.

Hi;
could you please tell me about hysteretic material parameter? i would like to write this material for vertical link in eccentrically braced frame . i have shear force-deformation and moment-rotation relationships but i don't know about $pinchX $pinchY $damage1 $damage2 <$beta> .

Hello;
Do you live in tehran? could you please tell me your phone number?

I really appreciate you.have a nice day.

I really appreciate you.have nice day

Hello;
Do you live in tehran? could you please tell me your phone number?

Thank you for telling me.did you take it?

I can't download building tcl. do you know how i can download it?

Hello,
Excuse me,Do i have to write program for units,such as LibUnits.tcl?

Hello; thank you for sending double channel section but i think, (b) isn't correct. what do you think about it? i wrote double channel section in below .could you please tell me if it is correct? # SET UP ---------------------------------------------------------------------------- wipe; # clear memo...

Can i use (KN-m-sec) in opensees ? Can i receive exact result with these units?