Design Response Spectrum BY HAND | Example Problem | ASCE 7-16 Seismic Design

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  • เผยแพร่เมื่อ 3 ธ.ค. 2021
  • How to draw a design response spectrum per the ASCE 7-16 provisions. Best for structural and civil engineers in regions requiring seismic design of structures. Full seismic design example problem per ASCE 7-16 chapter 11.
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    #seismicdesign #civilengineering #structuralengineering

ความคิดเห็น • 26

  • @oldpretoriagmailcom
    @oldpretoriagmailcom ปีที่แล้ว

    happy holidays! got some time off so catching up on some seismic
    hope everyone having a good season

  • @elbahja03
    @elbahja03 2 ปีที่แล้ว +1

    Great video man, thank you!

  • @cristobalsantiago5730
    @cristobalsantiago5730 ปีที่แล้ว

    Great breakdown and explanation!
    Thanks mate!

  • @joaquinfabrega
    @joaquinfabrega ปีที่แล้ว

    one of your best videos, congrats

  • @manusharma4079
    @manusharma4079 2 หลายเดือนก่อน

    Lateral force calculation of multistorey building having torsional irregularity by response spectrum method??
    Problem solving

  • @davidg1594
    @davidg1594 3 วันที่ผ่านมา

    if T0 unit is seconds then why is it equal to 0.2Sd1/SDS? (unitless)

  • @pmcatnip
    @pmcatnip หลายเดือนก่อน

    Thank you Kestava! Can you tell me what is Sa used for in design? I'm studying for my CA Seismic exam and now I know how to find Sa but I can't find where it ever gets used later on, so far everything seems to be based on Cs. Many thanks :)

  • @user-yn1ni5xs2g
    @user-yn1ni5xs2g 3 หลายเดือนก่อน

    for slope stability analysis, for a non engineer like myself, what easier way to determine horizontal seismic coefficient (Kh) and vertical seismic coefficient (Kv)?
    thank you

  • @rafaelgamit4053
    @rafaelgamit4053 ปีที่แล้ว

    is ther long period transition period Tl for other countries?

  • @oldpretoriagmailcom
    @oldpretoriagmailcom 2 ปีที่แล้ว

    brah the saturday afternoon upload
    mindblown

  • @nedimmaric5401
    @nedimmaric5401 2 ปีที่แล้ว +2

    Hello. I was wondering if you could do an example of masonry walls. I wanted to know how to design a unreinforced and/or reinforced masonry wall based on design moment and shear due to in/out of plane forces. I am taking a masonry class, and it is always helpful to watch your videos.
    Ps. We really appreciate the videos that you post!!

  • @UCTUCT
    @UCTUCT ปีที่แล้ว

    thanks for such a nice video..but i steel did not understand how we convert time-acceleration (earthquake data) to accelration-period (design spectrum)? Becouse earth data comes with time and time converted to period...in this particular transition what formula we use? have any video to explain pls or planig to make such a video? thanks

  • @alessandradeserra5552
    @alessandradeserra5552 11 หลายเดือนก่อน

    Hello, I have a question, I'm an italian student and I was searching how to draw the response spectrum for near source. I don't undestand if this spectrum is for both, near and far, or only for far field. Thank you

    • @Kestava_Engineering
      @Kestava_Engineering  11 หลายเดือนก่อน

      I am unfamiliar with near and far field? is this the same thing as short and 1 second acceleration?

  • @ExperimentLife
    @ExperimentLife ปีที่แล้ว

    How is that nap of periods in chapter 22 made?

  • @pedroduenas3050
    @pedroduenas3050 ปีที่แล้ว

    Do you have a video doing the spectrum response in Excel? It would be very useless. I have a problem finding the Sds parameter, if I don't have it:(

    • @Kestava_Engineering
      @Kestava_Engineering  ปีที่แล้ว

      i need to def set one up in excel, I dont have on at the moment

  • @finianholland7654
    @finianholland7654 6 หลายเดือนก่อน

    I don’t understand the significance of the different “T” intervals? What do these actually represent in the real world?

    • @arbaz28
      @arbaz28 6 หลายเดือนก่อน

      Time period of a building