Bro can u pls send the link to abacus file

Thank you so much, its a great lecture

Thanks for this detailed video.

thanks a lot man, really help me as student to understand mechanism steel beam on abaqus

1:37:37

Please send your email id

I need your help and support in my research work

I m research scholar

Very helpful video

This is an amazing video to learn how to model buildings under an earthquake in finite element software thank you very much Vlad.

Hello sir.. this video is very useful. please upload a video of piled raft foundation using ABAQUS 3D.

Why did you reduce the time? Is it for the speed and endurance of the computer? What is its impact on the behavior of the building?

Sir what is the name of the constitutive model(2.72) used for concrete here? and also from where did you get datas used as coefficients for eq.2.72

how to find stiffness matrix of a structure (preferably in RVE modelling) in Abaqus?

kzfaq.info/get/bejne/n92ZqrWm06zQZnk.html

Sir please make a video for cyclic performance of corrugated steel plate shear wall with beam only connected infill plates

if we apply the gravity load and the earthquake load at different step the result will be the same?

That is a very helpful video thank you so much But where do we get the value of amplitude and acceleration if we are going to model some structural member and check for seismic resistance

thank you for this work , can help me , why the connection between beam and column not ,it does not appear in by pink color

This is an excellent tutorial Vlad, I learned a lot in this video, thank You; please can you send us the pdf file.

Micro model of a RCC frame with burnt clay brick...Please make a video...I need it badly. Please help me.

Respected sir, How to apply simultenous horizontal plus vertical ground motion time history earthquake load case in Abaqus?

Hello, when I merge the instances everything turns into 1 material. Could answer me possible mistakes pls?

Thanks for video, I had a question, for the acceleration output, should the acceleration of the points obtained in the history output be added together? Or is the acceleration of one point enough? And What boundary conditions should be defined to simulate the vibrating table experiment in Abacus?

Thank you so much for this video.

While merging it is converting either to concrete or steel

Hi, I have 3 storey structure model which I am struggling to model. Can you please contact me so we can discuss the project ([email protected])? Thank you for your video, I liked it.

Thanks!!

Thank you for your kind explanations.

Thanks for this video. I was wondering why did you not fix the support in all directions excep the earthquake direction? You are allowing the rotations at the base?

Thank you Can we get final analysis pdf report as same we get with ansys software

Thank you very much Please can you do for a steel structure (Portal frame) and can you give us the material property for steel as you did for concrete?

Sir, how to model seismic hook stirrup in abaqus? Kindly guide me plzz

would the results be much different if we use truss elements when defining section for rebar?

Sir do you have any tutorial regarding the RCC Beam Column Joint Analysis in Abaqus??? Reply plzz..

what would happen if we didnt add the partition planes which we did in 50th min. ?

Professor, I try it but I do something wrong 🙁, can be possible to share your model?

Thank you so much for your work

Best one. Thank you for making this

write a program in matlab to calculate the following geometrical properties of the given I section shape. Asymmetrical I section

When it comes to the merging mesh part, the error ''Warning: Merging contents of the sets having same name in selected instanced, this may result in merging of respective section assignments, appears. Could you possibly help with this

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Thank you bro..really thank you.. I have a question..if i import this structure from autocad as a single part ..it dispense us to create surfaces tie links ??

Thank you sir! how can we get the matlab code ?

Why you used Dynamic, Implicit instead of Explicit? this could significantly reduce the simulation running time, am I right?

u are simply awsome Vlad.:)

Hi bro Thank you for your video I want to make simulation for high strength concrete,can you suggest to me a video to help me with its paper,thanks in advance

i need if some one

formulas for concrete damage plasticity

i need your excel file for more practice if you volentier