42 - What is Response Modification Factor (R)?

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  • Опубліковано 17 гру 2024

КОМЕНТАРІ • 28

  • @paarivallalbalasubramanian4916
    @paarivallalbalasubramanian4916 10 місяців тому +2

    You are really explaining very well. It made me so clear and understand R

  • @nikeshrathod7698
    @nikeshrathod7698 11 місяців тому +1

    Indeed Fantastic Explanation about R. Really Thanks....

  • @HninHninHlaing-wg7tu
    @HninHninHlaing-wg7tu 9 місяців тому +1

    Thank you so much for your very clear explanation.

  • @ManiKandan-nh7kz
    @ManiKandan-nh7kz 2 роки тому +4

    Thank you so much brother
    Good explanation and I understood why we use R value in seismic design

  • @civilengineeringwitharas4776
    @civilengineeringwitharas4776 3 місяці тому

    Thank you very much for such explanation, My question is here: If a structure is designed based on (R & Omega), then the structure will not resist a seismic force equal to V_elastic, because we will not reach point A through path OBC. Does this mean the structure is under design?

  • @gowthams-s5b
    @gowthams-s5b 2 місяці тому

    As in general Spectrum is taken from Single degree of freedom systems, is the R also not to account to convert from SDF to other systems?

  • @DavidSan79
    @DavidSan79 Місяць тому

    what's the response modification factor for aircraft hangars?

  • @Arsuvalzz
    @Arsuvalzz 2 роки тому +1

    Thanks for such a useful lecture

  • @venkatesh2285
    @venkatesh2285 Рік тому +1

    You are teaching asce code or indian code? Because you used unit kN in explanation.

  • @JUNAID_KHAN708
    @JUNAID_KHAN708 2 роки тому

    Next level explanation

  • @MuhammadSaeedYamin
    @MuhammadSaeedYamin 7 місяців тому

    In most of cases constructor are't using mentioned steel grade and fc' for any reason.Then how our structure is over strength and we take omega factor in designing. Although it is under design not over.

  • @freesoul7876
    @freesoul7876 2 роки тому +3

    THIS R FACTOR IS CALLED RESPONSE REDUCTION FACTOR IN INDIAN EARTHQUAKE CODE (IS 1893 PART(1) : 2016)

  • @niranjanwatave3575
    @niranjanwatave3575 2 роки тому +1

    Sir, in addition to ductility and overstrength, please add some knowledge considering redundancy factor also.
    As,
    1. Load distribution takes place after yielding.
    2. Also yielding will take place only at one place and not in whole structure

  • @edgarcotom1701
    @edgarcotom1701 2 роки тому

    Great explanation!

  • @edcastillo1198
    @edcastillo1198 Рік тому

    Good Job!

  • @ahmedkhaleddeabes5903
    @ahmedkhaleddeabes5903 8 місяців тому

    Thanks 🙏🏼

  • @structuralacademy
    @structuralacademy Рік тому

    Thank you!

  • @civilideas1925
    @civilideas1925 2 роки тому

    👍🏻