i am in process of designing structure with seismic zone assisgned according to IBC 2006 ,the problem arise that the structure is classified according to UBC as seismic Zone 2B , does anyone know a method where i can correlate between between UBC97 to IBC 2006 so that i can get the parameters Ss and S1?
i am thinking of doing it by comparing the two response spectrum where in this case
any thoughts ...?
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