What is the rationale regarding the building period limitation in reference to any building code (i.e. ASCE 7-95 eq. 18.104.22.168.1-1 times Cu from table 22.214.171.124, ASCE 7-98 eq. 126.96.36.199-1 times Cu from table 188.8.131.52, UBC 97 Method B can only be 30% to 40% greater than eq. 30-8 depending on the seismic zone). Part b of my question is how does this relate (if there is any relationship) to high-rise structure? Thanks
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