Load Pattern in pushover analysis
Dear members of Civilea
I need help
I use etabs/sap2000 for pushover analysis.
The questions :
1) What is the formula to distribute static force to form "the load pattern of higher-mode-profile" ?
2) Is there correlation between the load pattern we choose & the pushover method we use ?
3) For CSM, CM & MPA respectively, what load pattern that I should use ?

Possibly Related Threads...
Thread Author Replies Views Last Post
ASCE 7-05/02 Auto Lateral Load Pattern in SAP2000/ETAB verongskey 5 5,426 03-11-2010, 05:20 AM
Last Post: Veggeta

Users browsing this thread: 1 Guest(s)