#ABAQUS

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  • เผยแพร่เมื่อ 28 ต.ค. 2024

ความคิดเห็น • 13

  • @anaaa481
    @anaaa481 7 หลายเดือนก่อน

    Extremely useful video,thank you!!

  • @verygood6625
    @verygood6625 2 ปีที่แล้ว

    The best

  • @eloirebouissou7083
    @eloirebouissou7083 2 ปีที่แล้ว

    Hi ! Thanks for this amazing tutorial. Where can i find the presentation which go with your tutorial?

  • @bloomingflowers34
    @bloomingflowers34 3 ปีที่แล้ว +1

    Explanation was amazing...🙏🏻🙏🏻🙏🏻. I want to know how to perform sine on random analysis in Abaqus. Could you pls post a video on this.
    It would be great. Kindly make a video.

  • @mustafaqasimdows1029
    @mustafaqasimdows1029 3 ปีที่แล้ว

    Thank you sooo much you are genius brother..

  • @AnuragGupta-op7uz
    @AnuragGupta-op7uz 3 ปีที่แล้ว +2

    Good explanation..can you make a video which gives some theoretical background about random vibration analysis. Actually, i am working on some project and i need to do random vibration analysis of mdof system in python environment. Thanks in advance.

    • @rajanarjunsharma9474
      @rajanarjunsharma9474 2 ปีที่แล้ว

      Hello Sir Even I am working on Random vibration....Have you used APDL for the analysis...?

  • @tecsumingenieria3886
    @tecsumingenieria3886 3 ปีที่แล้ว

    Do you know if random response can be applied to a load?, or it is only
    applicable to a base motion?

    • @tecsumingenieria3886
      @tecsumingenieria3886 3 ปีที่แล้ว

      Thank you

    • @mustafaqasimdows1029
      @mustafaqasimdows1029 3 ปีที่แล้ว

      Just base motion..
      The same problem with me..
      I wish if i can solve that problem
      How to put applied load with Random vibration

    • @mustafaqasimdows1029
      @mustafaqasimdows1029 3 ปีที่แล้ว

      I solve the problem..
      Add mass instead of load from Interaction >> special>>mass inertia

    • @mustafaqasimdows1029
      @mustafaqasimdows1029 3 ปีที่แล้ว

      Hi, Before 5 months the same problem happend to me, there is no load in Random Response in Abaqus so your load should Transform it to mass not load..
      Either point mass inertia from Interaction step
      Or 3D shape mass add it on your structure

  • @captainvlog
    @captainvlog 7 หลายเดือนก่อน

    positive zero crossings