Part 9 - Time History Analysis of Buildings - CSI ETABS Demonstration

Part 9 - Time History Analysis of Buildings - CSI ETABS Demonstration
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[@bashirahmadrasheedy1081]

Sir, first of all let me say Millions of thanks 🙏 for making these videos and shearing your lectures with us. I have downloaded all your lectures, and each night I see your profile for new videos.
Love and respect from Afghanistan 🇦🇫 🇵🇰

[@sajidusmani8903]

I appreciate your work. Imparting knowledge is an honor.

[@UnderstandingStructures]

Thank you 🙏

[@ammarvanank]

Your content is very good sir....Thank You, Sir... Learner from India...

[@user-qv8ty8bi8j]

Love you Sir

[@pranjalsarma5388]

Sir , I am from India.
Your teaching is wonderful, thanks a lot

[@UnderstandingStructures]

Thank you 🙏

[@yimsopanha4102]

I do appreciate your work, professor. But i doubt if the target spectrum is DBE or MCE? Thank in advance

[@yashlaxkar4044]

Thank you

[@salvatorecali9687]

Thanks for the video! I didn't quite get, when you do the TH analysis using accelerations, are these applied at the ground level or at all mass points? The question more in general is whether the point of application of the acceleration matters in the analysis.

[@muhammadzaidullah7907]

Mashallah mashallah thank you sir

[@user-qw1jj3ex2n]

Thank you very much Sire for a very helpful video. You din't showed us the Max/Min plot function since it was taking too much time, however I have a question : once you have the plot how can you know at which step the max/min value is reached ?

[@ciciinfant2121]

Sir, please upload video for non linear dynamic time history analysis in etabs

[@syedfarizakhter1637]

Great video sir. But I did not understand what is "G unit" in earthquake ground motion data base? Is it m/s2?

[@nananggunawan491]

Thanks for the video