Thank you so much for these videos! Could you keep posting more videos about structural dynamics ? There are so helpful and I would like to keep refreshing my knowledge on it. Cheers mate
hello cna you help me with something like this? I am studying for mechanical engineering and I have a complicated problem I need to find the cyclic frequency to find the equation of movmet?
Thanks! It is however confusing a bit! In the mode 1, there is horizontal drift of 0.382 different while the the drift is in mode 2 is 2.61 between the masses 1 and 2. while the expectation is the the drift should larger in mode 1 than it is in mode 2. Could you please elaborate it bit? Thanks!
You are a legend!. Learned alot from your awesome videos. At the end of this video you said you was going to do a sizing case for a structure under dynamic loading.... do you have a link for that video?
Why set the mode shape to a value of 1? There are two equations and two variables to use to solve for each mode shape. Wouldn't this give a more accurate calculation?
I think that is a solution but you will get zero for both if you do that. We assume 1 is because we want to see the case when they move. But I have the same idea as yours too before.
hey now please make a video on how to find that "FACTOR" to estimate the actual displacements based on a loading profile. That's what I am not able to get
THANK YOU!!! You have just saved me, been staring at my notes for hours getting nowhere, now I know how to calculate cyclic frequency for mode shapes!
Thank you so much for these videos! Could you keep posting more videos about structural dynamics ? There are so helpful and I would like to keep refreshing my knowledge on it. Cheers mate
My fav tutorial channel
Thank you
Thanks, your vdos give me a very clear idea of the mode shape calculation !!
Lots of love and respect from India. Amazing videos. Please keep this on.
Very good job! Thanks for sharing this kind of useful video. Wishes have a good day.
Please can you add Part 3, calculating displacements based on some initial conditions? Much appreciated.
that was exactly what I was looking for.. Couldn't find any. In every video they have calculated Mode Shapes and Natural Freq... :(
Did you guys manage to locate that 3rd video?
@@beefybeef1326 no, gave up!
Guys, did you find this?
Guys, did you find this ?
Thanks. Your videos are very helpful for me. Please make more videos on Structural Dynamics topic.
nice and simple ty
Nicely explained..! Do you have a Patreon page or something where I could support you..?
Thank you so much for this awesome job. Greetings from Mexico
I really enjoyed your videos. Thank you for this awesome work
Can you solve an example for portal frames? Should we be adding the stiffness value twice when converting into spring mass system?
hello cna you help me with something like this? I am studying for mechanical engineering and I have a complicated problem I need to find the cyclic frequency to find the equation of movmet?
Thanks! It is however confusing a bit! In the mode 1, there is horizontal drift of 0.382 different while the the drift is in mode 2 is 2.61 between the masses 1 and 2. while the expectation is the the drift should larger in mode 1 than it is in mode 2. Could you please elaborate it bit? Thanks!
it depends on the mass and stiffness properties of the system.
A good teacher ,Thank you
almost goated?
Sir, plz extend this course. You are explaining very good and i ma very thankful. Plz if you could make some time to complete this series than do so.
Very cool. Congrats. I ll see your other videos. Seems you are an engineer.
You are a legend!. Learned alot from your awesome videos. At the end of this video you said you was going to do a sizing case for a structure under dynamic loading.... do you have a link for that video?
Sir, you are lagend.
how can I measure the stiffness for the baseplate of the centrifugal compressor.
Wonderful !
THANKS for all Mr
plz give me the link to 1st video of
stress transformation 2 equations
before (mohr circle) ✋
Why set the mode shape to a value of 1? There are two equations and two variables to use to solve for each mode shape. Wouldn't this give a more accurate calculation?
I think that is a solution but you will get zero for both if you do that. We assume 1 is because we want to see the case when they move. But I have the same idea as yours too before.
just wanted to add the reason you will get zero is because the two equations are equivalent
Thanks a lot and keep up the good work.
thank you so much!!!!
How to find modeshape of oprational omega? (Not at natural frequency)
Could you explain how reverse vertical shear works please?
hey now please make a video on how to find that "FACTOR" to estimate the actual displacements based on a loading profile. That's what I am not able to get
Great job... where is the displacement calculation lacture
Thank you so much!!!
hi friend, very nice videos!
but looks like the following part is missing!
greetings from brazil!
excellent.. thank you
Thank u so much sir
Hey wheres the next video???
Structure free i wanna be able to support and watcch more man
2:42 mark for myself
Thank you so much!!!