Sir,
Thank you for enlightening on the requirements.
Added to that pls. give some help on below points
1) i will be seeing base shear values for each floor from the analysis, How to conclude this value is safe ??? Any check to be compared with the reaction force of structure. (i.e) any percentage check is required to be met between base shear value and reaction forces.
2) For foundation, raft uplift can be checked.
3) Any ratio to be checked for checking column reaction force
i.e total reaction forces from dynamic analysis with different load case and static analysis will be different , so any ratio between them to be checked??
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RE: Seismic qualification of Steel structure- requirements
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