42 - What is Response Modification Factor (R)?

What is Response Modification Factor (R) ?
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[@HninHninHlaing-wg7tu]

Thank you so much for your very clear explanation.

[@paarivallalbalasubramanian4916]

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

[@nikeshrathod7698]

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

[@ahmedkhaleddeabes5903]

Thanks 🙏🏼

[@ManiKandan-nh7kz]

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

[@UnderstandingStructures]

Thank you 🙏

[@freesoul7876]

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

[@UnderstandingStructures]

Thank you 🙏

[@user-ys8wt7cc1p]

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.

[@edgarcotom1701]

Great explanation!

[@UnderstandingStructures]

Thank you 🙏

[@ActualMLC]

Thanks for such a useful lecture

[@UnderstandingStructures]

Thank you 🙏

[@JUNAID_KHAN708]

Next level explanation

[@UnderstandingStructures]

Thank you 🙏

[@edcastillo1198]

Good Job!

[@UnderstandingStructures]

Thank you 🙏

[@structuralacademy]

Thank you!

[@UnderstandingStructures]

Thank you 🙏

[@niranjanwatave3575]

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

[@UnderstandingStructures]

Thank you 🙏. Agreed

[@venkatesh2285]

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

[@UnderstandingStructures]

The concept of R is same. But I am using ASCE terminology here.

[@civilideas1925]

👍🏻

[@UnderstandingStructures]

Thank you 🙏