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10-23-2015
01:07 AM
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Hello everybody,
I have modelled a slender, rectangular based steel tower with the height of more than 20 m. I made the modal analysis and it gives 11 modes, which look correct.
After I made a seismic analysis according to IBC 2012. I attached a picture about the resulted reactions for the 4 supports in case of 1*X+1*Y.
My question is how it is possible, that without vertical acceleration(!), how did the vertical forces increase? Initially, from the self-weight it was 4*~17.8kN=71.20kN, now at this case when the 2 horizontal excitation happened it is 4*~(58.6-58.9)kN=235kN...
Thanks in advance, and I appreciate an early reply if possible.
Solved! Go to Solution.