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Hi everyone! I need to perform one time history analysis considering the horizontal and vertical excitation applied at the same instant of time. I need to know the results in terms of forces and displacements obtained considering both components of the earthquake. Somebody can advice me what's the m...

thank you fmk for your precious advice!
Best
Fabrizio

Thanks you so much for the answer, we're looking forward to see this new feature for mac!
Best
Fabrizio

Thank you skamalzare for the advice! But this command works only on the node and not on the end of the element, right? So in a joint with one column and one beam converging in the same node, if I want to release the rotation in the end of the beam how can I do? I need to create a second node for the...

Hi to everyone! I'm new with OpenSees software, I'd like to ask you about a problem with "recorder display" command. The reference file that I tried to run is "EigenAnal_twoStoreyShearFrame.tcl" available in the "Basic Examples Manual" section on the OpenSees website. I tried to run the analysis on ...

Hi everybody!
I'm new with OpenSees software.
I was looking for the command to model a release of the constraints at the ends in a beam, could anybody kindly tell me what is right command to do it?

Thanks
Fabrizio

Hi fmk, I'm new with OpenSees software, I'd like to ask you about a problem with "recorder display" command. The reference file that I tried to run is "EigenAnal_twoStoreyShearFrame.tcl" available in the "Basic Examples Manual" section on the OpenSees website. I tried to run the analysis on both Win...