nice work bro, keep it up man.

an analysis under seismic excitation without defining the mass of the beam

@engrshafqatwazir762

Жыл бұрын

do you have idea that how to do dynamic buckling of a structure under seismic excitation

thnx bro but i have a question why didn't you apply the displacement to the base and did it on the other end?

Sir, how to input northridge earthquake data from peer groung motion database in abaqus??

Respected sir, How to apply simultenous horizontal plus vertical ground motion time history earthquake load case in Abaqus?

can i ask what data at 2:30?

Wrong! You are cancelling momentum effect of an earthquake by applying a load at the other end than the base. If you applied this at the base this would be what's needed. Knowing software is not necesary same as knowing physics ;)