Recent content by shade rahmawati

Thank you. I want to constraint it by its mooring position. So probably there won't be any frame displacement, but I expect there's stress distribution. So, I'm still try any combination of constraints at different part of the structure. Confused? Me too Cheers Shade

Dear all, I made a cad of floating structure (the frame only), figure attached below. It should be located in the water and moored, so it can't go anywhere. The CFD simulation was done. So I have fluid force on the structure. Now I want to do mechanical analysis of the structure by apply the...

AVG also check the email, and it's lightweight. Its "exceptions" feature is the best I think. You don't need to go to advanced setting, etc. When the warning comes, you can just choose the "exception" option. I've tried Avira, MSE, BitDefender, Ad-aware, Karspersky, but it always have flaw. AVG...

in my major, ocean engineering, we use fortran and MATLAB mostly. such as Princeton Ocean Model (POM), etc. good luck!

DrClaude, you save the day! Thank you very much. Now it's all good.

Hello, I have write a fortran code to write several file, like this CHARACTER(len=12) :: FNAME INTEGER::ST DO 100 ST=1,12 DO KC=1,4 !number of layer IF(ST.EQ.1) WRITE (FNAME,10)KC IF(ST.EQ.2) WRITE (FNAME,11)KC IF(ST.EQ.3) WRITE (FNAME,12)KC...

Thanks Greg.

Hello guys! I'm just joined this forum, although actually I'm not a physicist. I am engineering student, studying fluid dynamic which is a part of physics too. Thanks