Unit 6.3: Earthquake Response Spectra: Design Spectra

Video 3 of 3 part series on SDOF response spectra. Basic concepts behind the creation of design spectra.

[@vwij1736]

Clearly presented in an easily understandable manner. Thank You.

[@saursawant]

Thanks for explaining it so clearly. Appreciate the help.

[@marcospaniagua2697]

This is awesome keep it up!

[@chhindianorin2357]

Excuse me , I have one question for the video 6.2 if we have damping 2.5% how do we use the graph for calculation ? thank you

[@stelazabelaj7377]

Hi. Thanks so much for this video! Was wondering if you can clarify what you are plugging into the slope formula for Te < Tn < Tf (17:03). Can't seem to produce the same answer.

[@trinhmr5716]

Dear Sir, why is your results is different with Chorpa in range of Te

[@vibeslab2682]

I used approximate values that I read from the graph, Chopra used the exact values, so his answers are more precise.

[@trinhmr5716]

So Chorpa book is wrong the range from e to f, right