Part 3: Modal Responses using CSI ETABS

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  • เผยแพร่เมื่อ 20 พ.ค. 2023
  • Modal Responses using CSI ETABS
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ความคิดเห็น • 17

  • @user-tc7um4zn5u
    @user-tc7um4zn5u 6 หลายเดือนก่อน

    Thank you for your video. I have a couple of questions.
    - Why ETABS modes (from mode 2 onwards) are not crossing zero values? i.e. all values are always postive. How to correct it?
    - Can you please explain the reason of having such a high value of displacement (i.e. ~1.5m)?
    - Also, based on these results how to corelate the conept of Higher mode effects in Tall buildings?

  • @heshamtahon8007
    @heshamtahon8007 7 หลายเดือนก่อน

    Sir Firstly thank you for all your video and explanations which really very important
    i wish you make video about calculate the response energy like (yield, damping and input energy) from Modal response mode shape through these equations (based on integration equation of motion) also how can i reach to you

  • @ajit1583
    @ajit1583 2 หลายเดือนก่อน

    Sir in storey response Plot the results for RSX,RSY load case and modal load Case are different why?

  • @chsetha2630
    @chsetha2630 6 หลายเดือนก่อน

    Sir, your first second and third mode is 4.7s, 4.2s, 3.8s...don't you think it is too big and what would the limitation value of time period ASCE?

  • @WaleedAfzal_EDE
    @WaleedAfzal_EDE ปีที่แล้ว +1

    Thanks for the video. Can you explain "Model Directional Factors" and compare it with "Modal Participation Ratios and tell the differences between two in a separate video.

  • @mehransahil6301
    @mehransahil6301 ปีที่แล้ว

    Best

  • @thesuccesman01
    @thesuccesman01 ปีที่แล้ว

    Sir why you replace software from SAP2000 to ETABS to explain Modal Response Spectrum Analysis, is that because SAP2000 not capable to analyze and perform it ? or because result from SAP2000 so little, so we can't develop it to except and. explain The RSA?

  • @kalehobhob534
    @kalehobhob534 ปีที่แล้ว

    ممتاز

    • @UnderstandingStructures
      @UnderstandingStructures  8 หลายเดือนก่อน

      Thank you 🙏

    • @kalehobhob534
      @kalehobhob534 8 หลายเดือนก่อน

      We appreciate everything you explain. Please, sir, explain to us a structure that has Torsional Irregularity@@UnderstandingStructures

  • @kengineerings9366
    @kengineerings9366 8 หลายเดือนก่อน

    thank you for this great explanation, could you please share the excel file , thanks

    • @UnderstandingStructures
      @UnderstandingStructures  8 หลายเดือนก่อน

      Thank you 🙏 Please check my Response Spectrum Analysis Series. The links to download these Excel files is given in description there.

  • @rcbsht9644
    @rcbsht9644 ปีที่แล้ว

    Sir can you share the excel sheet

    • @UnderstandingStructures
      @UnderstandingStructures  8 หลายเดือนก่อน

      Please check my Response Spectrum Analysis Series. The links to download these Excel files is given in description there.