In the first numerical example, is "0" also a pole?

Where was I when these amazing videos exist Thank you very much. Have been struggling and these really shed lights

Is this eigen value/eigen vectors decomposition is also called as Gilbert's Criteria?

omg thanks wow this video is so helpful

But what if x2 is not the derivative of x1. What will happen?

D-contour doesnt indent at origin when no integrators in G(s). As far as ignoring the D-Contour at infinity (and Nyq plt goes to zero), I think there could be an explanation as to why some Nyquist plots change angle as they arrive and leave the origin. Here the conformal mapping property seems to break down, so hence the interest in the D-contour at infty Also, there many physical systems which are proper but no strictly proper. Eg, the PD controller with LP filtered D term.

wonderful

massive thanks for your lecture <3

Hi, sir, can you share the ppt you used for your lecture?

thank you

This was very helpful. Thanks a lot.

audio is week

the best video i have seen on this topic. feels so nice.

May you never lack

forgot to multiply by M in the third numerical example at 7:30

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This gave such good insight and understanding to the rules, which have been given in my course in an overly complicated matter. Thank you!

This is a brilliant introduction to the concept. Thank you :)

Very interesting lectures. could u please give us the title of the used book? Thanks

Thank you so much, my god of control theory.

Such a fantastic explanation. Thank you !

Good work

very few people discussed dynamics of fluid systems on KZbin, thanks Rossiter.

very bad handwriting. It is almost impossible to understand.

My professor talked about Eigenmodes but didn't ever explain what it actually is. This is a great help! (so if I understood it correctly, an Eigenmode is how a part of the system / change of that part is characterized by eigenvector and eigenvalue with e^(lambda * t) * v?)

You are just amazing/; very clear teaching, nice diction. Many thanks from BR|

You're just amazing professor. Many thanks from Br!

The best video on this topic by far and I am not joking. I swear you can't imagine how much stress and time I spent on trying to understand but only your videos have finally managed to help me. Bless you

This was extremely helpful. I have my last engineering final tomorrow and I needed to go back to learn this because I somehow missed it a month or two back. Thank you

So good. thanks¡

Excellent explanation, very clear the way you do it Mr. John. Thank you very much for this information. However, I have a brief question. In reality, when the liquid flow enters the tank, a period of time elapses (although perhaps small) until the liquid level begins to accumulate. How do you suggest incorporating this response delay into the analysis you have explained in your video? Little literature includes this case, it is curious since it is more real than it seems. Again, thank you very much John.

example 1 is completely wrong, it's not solvable in terms of x at all you need a hybrid state vector with x and u, state equation thus completely wrong and your output function is your input function but with a substituion u for x, why? c'mon this is gibbrish

0:33

Greetings Professor, can you share the code for Caha function. Thank you

Thank❤អរគុណ

thank u a lot

thank u a lot

Hi. John! Thank you for your great videos and clear explanation. Could you provide direct link on Google files?

Excelent! thanks!

belle perf

foarte fain

And this..... drive.google.com/file/d/1cJRb54ju3EC5ERLzdpx8_7Q1W0Yfl3o6/view?usp=sharing

thank you sir how can i find the analytical solution of stiffness problems odes for examples if dy/dt=-1000y+3000-2000e^-t

Fantastic explanation

Your teaching skills need some improvements.

These videos are insanely helpful, so glad I found them. THANK YOU !

Wonderful

ALL THE BLESSINGS FOR YOU YOU ARE A GREAT TEACHER

Thanks a lot for these helpful series. it clarified a lot for me. Only one comment with the pendulum equation. mltheta'' = -mgtheta + kltheta'. friction resists the movement .

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