Incremental dynamic analysis (IDA) Method In SeismoStructure software

[@hosnitaleb7574]

Nice work thank you brother

[@KSSE_Engineer]

[@MarwaMHamza]

Thank you very much for these useful explanations... Can you help me about how I can model tendons and dissipaters in this program?

[@KSSE_Engineer]

You cant model Tendon and any earthquake deceive. instead, use SAP2000 or Midas GEN .

[@MarwaMHamza]

@@KSSE_Engineer Thank you🤝

[@greenworld3452]

you ran the model with si units (m,kN,kPa). but after the analyzation you said the displacement is in mm , why? i am confused

[@KSSE_Engineer]

Your vcan change the unit in anytime you want .

[@KSSE_Engineer]

Your can change the unit in anytime you want .

[@uzeyirkeskin2178]

@@KSSE_Engineer thank you so much for your reply . i have another question. i am doing IDA on an eight story base isolated building. i used scaling factors 0.1-1.7 with 0.3 steps, but the problem is it took too long time more than 22 hours, is it normal? is their anyway to reduce the time? someone told me to change the model from non linear to linear elastic but i dont know how to do it in seismostruct. can you please help me?

[@KSSE_Engineer]

@@uzeyirkeskin2178 yes, it takes time.