ehigo
Guest
Hello everyone, I'm doing a linear dynamic analysis with straus7.
the building is in steel, I shaped pillars, main beams and secondary.
I have a problem with analysis because it does not convert vertical loads into seismic forces, so I replaced the loads applied with some
not structural mass in beam. can it be correct?
I did a comparison with static analysis for results but I find different values too!
Thank you all for your attention
the building is in steel, I shaped pillars, main beams and secondary.
I have a problem with analysis because it does not convert vertical loads into seismic forces, so I replaced the loads applied with some
not structural mass in beam. can it be correct?
I did a comparison with static analysis for results but I find different values too!
Thank you all for your attention