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

[@sajidusmani8903]

I appreciate your work. Imparting knowledge is an honor.

[@UnderstandingStructures]

Thank you 🙏

[@m.a.t9982]

Thank you very much for your clear explanations sir. Loves and respects from TURKEY!

[@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 🇦🇫 🇵🇰

[@ammarvanank]

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

[@pranjalsarma5388]

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

[@UnderstandingStructures]

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.

[@syedfarizakhter1637]

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

[@TausifJunaidKhan]

Love you Sir

[@yimsopanha4102]

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

[@アキラ-v9f]

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 ?

[@muhammadzaidullah7907]

Mashallah mashallah thank you sir

[@KifayatKhan-tv2fy]

thankyou so much sir

[@ciciinfant2121]

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

[@nananggunawan491]

Thanks for the video

[@yashlaxkar4044]

Thank you