Incremental dynamic analysis (IDA) Method In SeismoStructure software

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  • เผยแพร่เมื่อ 23 ก.ค. 2024
  • In this video tutorial, you will learn how to model an RC framed structure and how to perform the Incremental dynamic analysis (IDA) Method In SeismoStructure software.
    Incremental dynamic analysis (IDA) is a computational analysis method of earthquake engineering for performing a comprehensive assessment of the behavior of structures under seismic loads. It has been developed to build upon the results of probabilistic seismic hazard analysis in order to estimate the seismic risk faced by a given structure. It can be considered to be the dynamic equivalent of the static pushover analysis.

ความคิดเห็น • 10

  • @hosnitaleb7574
    @hosnitaleb7574 2 ปีที่แล้ว +1

    Nice work thank you brother

  • @MarwaMHamza
    @MarwaMHamza 2 ปีที่แล้ว +1

    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
      @KSSE_Engineer  2 ปีที่แล้ว +1

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

    • @MarwaMHamza
      @MarwaMHamza 2 ปีที่แล้ว +1

      @@KSSE_Engineer Thank you🤝

  • @greenworld3452
    @greenworld3452 หลายเดือนก่อน

    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
      @KSSE_Engineer  หลายเดือนก่อน +1

      Your vcan change the unit in anytime you want .

    • @KSSE_Engineer
      @KSSE_Engineer  หลายเดือนก่อน +1

      Your can change the unit in anytime you want .

    • @uzeyirkeskin2178
      @uzeyirkeskin2178 26 วันที่ผ่านมา

      @@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
      @KSSE_Engineer  25 วันที่ผ่านมา +1

      @@uzeyirkeskin2178 yes, it takes time.