Reinforced Concrete Building Seismic Collapse Modeling with LS-DYNA

Hello! Did you use keyword to define the connection behavior between the column and the wall?

Hello sir, how do you insert seismic load on plate like that?

sir, may i have a bit question for you. how the contact do you set form the segment to be crack The brick masonry can come loose from the contacts that have been set. Are there any variables or values that we have to input in TIEBREAK_SURFACE_SURFACE.

case: masonry building using earthquake load, and now I use TIED_SURFACE_TO_SURFACEto connect the brick without any value there (just to connect the brick)

please share detailed video