For the concentrated mass, you can try to add a very short rigid element with the desired mass and very high stiffness.
For the distributed mass, you can try to directly add extra density and moments of inertia to corresponding terms in the mass matrix of the beam section.
hamid jax @ on — Edited @ on
hi dear
how can i model concentrated and distributed mass in GEBT?
Thanks
Su Tian @ on
Hello,
For the concentrated mass, you can try to add a very short rigid element with the desired mass and very high stiffness.
For the distributed mass, you can try to directly add extra density and moments of inertia to corresponding terms in the mass matrix of the beam section.