Dear Members of ResearchGate, I hope you are doing well.

I have been retrofitting using the ASCE 41 2017 standard. In it, I have two basic doubts.

1. The target displacement as per clause 7.4.3.3.2 is given for US conditions. What should be the maximum inter-story drift ratio for a retrofitted model for a given hazard as per US conditions?

2. If I use the same equation i.e. 7-28 of ASCE 41 2017, what should be the maximum inter-story drift ratio for a retrofitted model for a given hazard as per Indian conditions? Or do I have to change the equation?

Thank you.

#asce41 #retrofitting #frp #targetdisplacement #interstoreydriftratio

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