Відео

Dear all I have question after analysis where i can et reinforcement details from

I have a problem in creating the external boundary. It shows me the notification of "Closed polyline boundaries must have at least 3 non-duplicate vertices. Operation cannot continue." Can you help me to fix this problem please?

Sir I have a problem in creating the external boundary. It shows me the notification of "Closed polyline boundaries must have at least 3 non-duplicate vertices. Operation cannot continue." Can you help me to fix this problem?

Can you share the excel sheets

Dear Sir, how can I contact you

Hello! Sir, may I ask if we can get the FOS against overturning, sliding and bearing capacity failure through MIDAS GTS NX?

Hello! Sir, may I ask if we can get the FOS against overturning, sliding and bearing capacity failure through MIDAS GTS NX?

Thank you sir , I got this important point to use it.

Modeling the raft as a volume element in a piled raft system is way more accurate. Also, regularly spacing piles are not effective, concentrated piles distribution proved effective for lateral, vertical, and combined loading

I want to express all my recognition and gratitude for this video, because I was lost between anconda and anconda prompt and with opeseespy which does not want to install, you were able to offer me an easy method to use opensees with tcl especially that I am new to this area. may Allah reward you, sadaqua Jariya bi-idni Allah

will you please give detail explenation about load sharing mechanisam in between piles and raft

hi, i dont seem to have the "modified cam clay" option under model type. help pls :)

thank you sir, you're the best one on it!

Abqus?

Can we create the elevation profile instead directly from DEM or google earth pro and import here for the analysis

Assalamualaikum brother. Your lecture is very helpful for learning software as well as geotechnical engineering. Jazzak Allahu khairan for your great effort. May I get all of the slides those you show in the tutorials.

Thank you dr for valuble information Is that applicable to use response spectrum instead of using time history analysis?

جزاكم الله خيرا يا دكتور، متاح الحصول على slides ؟

Sir please can i contact you

does this software using FEM/FEA approach or what else?

Very informative and interesting topic. Sir any gmail id to contact you

Dear Dr.Ahmed, I would like to thank you firstly for creating such an informative video tutorial. I am a master's student, and this really has helped me with my project. By any chance could I have access to the excel file you created, as it would be of great use for my report. Thank you!

Can you send me the document?

Do an example with Rock layers as input please

Hello Sir, I want to ask something, in my Midas, why the cursor point don't want to be placed exactly on the grid like your own? There's any setting to fix that?

Hai sir, thank for your lecture, its so helpfull for young engineer like me, could you share your presentation? so i can directly read n learn it

thank you

Sir, Assalamu-alaikum, your xls file is very good, would you please send me the xls file for learning

Thank you, sir

Thanks for the great tutorial. I'm wondering why don't we have the p-y curves here?

He did not know what he was doing!!!!!!

Need help. When I try to assign materials, I right-click, but Slide says "Invalid Argument." How to fix this?

Sir, Thank you for your video. It was helpful to me. I will appreciate if you upload a video how can gain the bearing capacity of piles.

شرح رائع يادكتور جزاك الله خيرا - ممكن لينك البرنامج لوسمحت والكراك

Please, how can we apply initial velocity to a node in the opensees? - Thanks

Do we have a lecture on Rock Slope Stability Analysis case using Midas GTs Nx ?????

Thank you Dr. Ahmed for the tutorial , Can you please share the link of helical model you have used in the video?

This is not English, mate.

Thank you for the video but there is no audio

Sir i want to know can we analysis lateral pile on slope.

Very useful lecture sir. Can u please suggest how to determine volume loss associated with TBM tunnelling. or can be apply volume loss directly as line contraction?

So wonderful 😀😀😀

Very informative! Thank u❤

ممكن mail حضرتك للتواصل؟

سلام جناب دکتر ممنون از آموزش‌های فوقالعاده‌ای که در اختیار عموم قرار دادین آیا این آموزش ها به زبان فارسی وجود دارد؟

Great your explanation. thank you so much

شكرا لك يادكتور إذا امكن لوسمحت المحاضرات الي بتشرح منها.

Sir, you are extraordinary...it is exactly what we needed to learn this software. If is possible, I would also be interested in the import part of Midas Civil and the calculation of the piers in GTS NX, it is just a suggestion. You are great! Thank you very much!

Excellent! Thank you very much!

Sir, please make a video on shallow footing bearing capacity and settlement......