Why is flexible structure more prone to collapse?

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  • เผยแพร่เมื่อ 24 พ.ย. 2024

ความคิดเห็น • 5

  • @kennethendaya1104
    @kennethendaya1104 6 ปีที่แล้ว

    hi Jinal, do you have any blog about the Response Modification Factor and how to compute it in case the type of structure is not in the table of the code.

    • @StructuralMadness
      @StructuralMadness  6 ปีที่แล้ว +1

      Kenneth I recently wrote a blog about how response modification factors are calculated.
      www.thestructuralmadness.com/2018/08/what-is-response-reduction-factor.html
      Refer to table 12.2-1 in ASCE 7-10 section G if you have something similar to that.
      Also refer to chapter 15 of ASCE 7-10 for structures similar to buildings.

    • @kennethendaya1104
      @kennethendaya1104 6 ปีที่แล้ว

      Thank you Jinal :)

  • @tegnika2334
    @tegnika2334 6 ปีที่แล้ว

    Hi. What do you call props it? I wanna show to my student

    • @StructuralMadness
      @StructuralMadness  6 ปีที่แล้ว +1

      Hello,
      It is known as Mola Model which is really helpful for demonstration purposes.
      molamodel.com/