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I don't need the video, please share the model?

I would suggest you to start 1 step at a time.
Watch our webinar on the automation we have for RC beam-column joints.
Once you have it, you can use the lumped plasticity approach to include the slip section

it should work but through an emulator performance might not be the best

Dear user, please try to explain what you think is wrong so that we can guide you to solve any possible issue

Are you sure you sent the real model?
this one doesn't run, all G are zero!

That error message means that OpenSees crashed.
if it crashed soon before starting the analysis, it makes sense: no MPCO to write to.
Otherwise, the only reason for not writing an MPCO files would be that maybe you defined the recorder after the analysis

Then maybe it's a problem of brittleness of the response: the Force beam column localizes in only 1 gauss point. it's more accurate but might give more convergence issues

Dear user:

Differences in the TH results are plausible because in the combined test, the TH follows the gravity and might be affected by it
Differences in the Gravity is not plausible: they both start from a "virgin" state. So there might be some differences in the settings. But without any ...

Dear user,

I am planning to use ASDConcrete3D solid elements, but was wondering if that is the best material to use for shear dominated (or diagonal tension) failure mode?
The ASDConcrete3D is a full 3D plastic/damage material so it should be able to model it properly.

Also, for solid blocks ...

Dear user,

This can be done by requesting, in the **MPCORecorder**, a custom elemental result such as:

material.crackStrain.-lchRef.XXX
for the tensile criterion,

or

material.crushStrain.-lchRef.YYY
for the compressive criterion.

Here, **XXX** is your reference length.

IMPORTANT NOTE ...