What is the rationale regarding the building period limitation in reference to any building code (i.e. ASCE 7-95 eq. 184.108.40.206.1-1 times Cu from table 220.127.116.11, ASCE 7-98 eq. 18.104.22.168-1 times Cu from table 22.214.171.124, 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
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.