Hi All,
Please find the tables from the attached file, modal analysis results are available but the reactions for Modal seismic case are not available. Im not clear where it went wrong please advice.
Regards,
Abdul Faees.
model is posted in the below path
https://www.dropbox.com/s/0zh9d4ajsjjk80w/Atria-Bristol%20Towers-No%20results.rtd?dl=0
I think you missed the point what is mass percentage filtering in seismic case:
You do not have any single mode with mass over 90% so no modes were considered in seismic calculations
Rafal,
Please clarify me,
1. I have converted dynamic masses only in X & Y direction - Is it ok
2. Converted cases are 1, 2, & 5, if you check the reactions of these case & the masses considered for base shear, why is the base shear value is higher??
Regards,
Abdul Faees.
1. I have converted dynamic masses only in X & Y direction - Is it ok
OK
2. Converted cases are 1, 2, & 5, if you check the reactions of these case & the masses considered for base shear, why is the base shear value is higher??
Where do you see it?
I see
case1 sum of reactions 413178,93 kN
case2 sum of reactions 280266,13 kN
case5 sum of reactions 11002,77 kN
sum total 704447.8 kN
base shear case1116 55258.37 -> 7.8% of sum above
My file with results; in parts:
http://we.tl/wAjLC3jZHw
http://we.tl/2mLgspX6fD
http://we.tl/xiCHD4gTRK
http://we.tl/UgzWiXtFY0
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