Dear STKO Team
I am performing a 2D nonlinear dynamic analysis of a soil slope. I am using the PDMY02 model and the SSPQuad-UP element.
I understand that to get the results it is necessary to use the mass command, in my 2D model I used it as FaceMass.
What numerical value should go there? I am using a material with density 1.46 T/m3 and the slope area is 80 m2.
(g = 9.81 m/s2)
Best regards.
mass condition value
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kesavapraba
- Posts: 467
- Joined: Sat Mar 28, 2020 2:25 pm
Re: mass condition value
You can apply face mass considering how it is represented from the following figure.
- Attachments
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- FaceMass.png (80.6 KiB) Viewed 2244 times
:: With best wishes ::
Prabakaran Kesavan
Prabakaran Kesavan