Thank you sir that was very helpful Can you please do video on pile already driven in soil? I am a beginner at this software and I am facing lots of problems
Dear Wang very informative video. just few queries: Usually we will create "infinite elements" at boundaries to arrest reflection of seismic waves from boundary, in your video I did not com across the creation of infinite element, please correct if I am wrong Thank you
thanks. I agree with you. What I did in this video is just a very simple tutorial on SSI, it's more focused on how to use ABAQUS rather than how to accurately simulate SSI effects. The boundary conditions of the soil in my video is just like a laminar box which is not the perfect one. But the reflected wave wouldn't impact the structural response much if you have a large enough soil domain. No doubt that it's better to use absorbing boundaries, such as perfect matched layer, to avoid wave reflections. Also, you can try domain-reduction approach.
Thank you very much; If we give "infinite elements" at the boundaries then still we need to give laminar box boundary condition for serious SSI analysis? One more query is what is the significance of using the "soil tetrhedron element" for connecting foundation and soil; Is it same as master-slave with penalty type interaction law?
Thank you very much; If we give "infinite elements" at the boundaries then still we need to give laminar box boundary condition for serious SSI analysis? One more query is what is the significance of using the "soil tetrhedron element" for connecting foundation and soil; Is it same as master-slave with penalty type interaction law?
Why you used mpc if soil property was assumed to be uniform initially while defining property of soil? I mean soil should behave identically in all layers, should n't it?
![Megan Thee Stallion - Neva Play (feat. RM) [Official Video]](http://i.ytimg.com/vi/TpYTyAaTRts/mqdefault.jpg)
Thanks a lot for the video
你简直就是我的救命恩人 谢谢大哥
如果方便的话可以请您上传后续动态部分吗/或者可以得到你的联系方式吗_ abaqus对我这种初学者来说真的很头大，感谢!!
Can you do video on soil- rigid pile interaction subjected to vertical load?
Thanks for your video. Can you show how you calculated the damping factors?
Thanks a lot. It was so informative and helpful.
Thank you for your video sir. Please recommend something for the interaction between pile group and soil
thank you so much for this video >why you cancel reduce integration in element type in mesh of solid part ? and how you find damping coefficient
Well explanation, thanks a lot
Thanks,
If possible, pls upload Dynamic analysis of SSI model used in this video.
Thank you sir that was very helpful
Can you please do video on pile already driven in soil?
I am a beginner at this software and I am facing lots of problems
bilal alshammaa @ where you learning this and how can use python lenguage
Dear Wang very informative video. just few queries: Usually we will create "infinite elements" at boundaries to arrest reflection of seismic waves from boundary, in your video I did not com across the creation of infinite element, please correct if I am wrong
Thank you
thanks. I agree with you. What I did in this video is just a very simple tutorial on SSI, it's more focused on how to use ABAQUS rather than how to accurately simulate SSI effects. The boundary conditions of the soil in my video is just like a laminar box which is not the perfect one. But the reflected wave wouldn't impact the structural response much if you have a large enough soil domain.
No doubt that it's better to use absorbing boundaries, such as perfect matched layer, to avoid wave reflections. Also, you can try domain-reduction approach.
Thank you very much; If we give "infinite elements" at the boundaries then still we need to give laminar box boundary condition for serious SSI analysis?
One more query is what is the significance of using the "soil tetrhedron element" for connecting foundation and soil; Is it same as master-slave with penalty type interaction law?
Thank you very much; If we give "infinite elements" at the boundaries then still we need to give laminar box boundary condition for serious SSI analysis?
One more query is what is the significance of using the "soil tetrhedron element" for connecting foundation and soil; Is it same as master-slave with penalty type interaction law?
Can you suggest how can I provide non reflecting boundary condition and absorbing boundary condition on the soil element?
Can you suggest how can I provide non reflecting boundary condition and absorbing boundary condition on the soil element?
where did you get time history analysis data for amplitude? please send via email
Same query..
Why you used mpc if soil property was assumed to be uniform initially while defining property of soil? I mean soil should behave identically in all layers, should n't it?
Thank you for the video. Would it be possible for you to share input CAE file. It would help us to follow your tutorial.
Where is the next vedio??
Can u provide me dynamic analysis of soil structure interaction with underground tunnel
did you find video useful to do this analysis over underground structures?
THANKS A LOT
can anyone explain that how i model ferrocement wire mesh in baqus?
can you provide bedrock displacement time history in the discription
Hello where did you get time history analysis data for amplitude?
how can use time history analysis data for amplitude
Hi Wang, can you tell me what command did you used to turn the views at 2:53s?
I think you can just double click on the surface, then the view will turn
double click doesn't work, I need to know how to call out the bottom bar
: 'select an edge or axis that will appear - vertical and edge on the right '
pls upload dynamic analysis of same model
Hi Wang thank you for this vedio May help me modeling pile raft by abaqus
can you please upload the next part of the video
can you upload next video of it??
plz the next video
Where is the next video?
we are still waitting
where is the next video pleasssssssse
谢谢， 你的分享非常有用，你可以给我你的邮件。。。。