Dynamic analysis and Inter storey drift limits
Dynamic analysis and Inter storey drift limits
(OP)
I have completed the response spectrum analysis and have done the scale up as per UBC 1997 1631.5 and found that the base moments and deflections are less than the static elastic analysis. my interpretation is that As per UBC 1997 I am allowed to use the results from dynamic analysis.
Is this correct?
Is this correct?





RE: Dynamic analysis and Inter storey drift limits
RE: Dynamic analysis and Inter storey drift limits
ramsha