Seismosoft | Earthquake Engineering Solutions

Thank you for the clarification

I must ask, how should I calculate the exact strain limits ? any references whould be very helpful,

I saw the video which is helpful but I didn't unserstand how did you determine the strain limits

Kind regards,

PS: I'm performing pushover analysis

Hello,

I am trying to identify local damages in a RC structure's components using "performance criterias" where the scale must be from zero (no damage) to unit (collapse)

Im facing difficulties in the definition of each damage state, since there is no clear information about the definition of ...