asdeasoft.net

Hi,

Can you please help me to write the code to get base shear force for my case?

I attached the .mpco file in the attachment.

Thank you so much,
Buu

Hi STKO team,

I noticed that you were updating the ASD Absorbing boundary condition. I am curious that:

For PDMY material,
1/ G values change during running, depending on the strain level (nonlinearity effect). Have the new ASD absorbed BC included the variation of G values during running?
2/ G ...

Hi STKO team,

I noticed that you were updating the ASD Absorbing boundary condition. I am curious that:

For PDMY material,
1/ G values change during running, depending on the strain level (nonlinearity effect). Have the new ASD absorbed BC included the variation of G values during running?
2/ G ...

Hi STKO team,

I am doing parametric study, and running many 2D numerical cases. I tried to run more than 10 cases simultaneously using Opensees, but the CPU usage is around 15%. Is there any method to employ fully the CPU capacity for running many cases simultaneously?

Thank you for your support ...

Hi STKO,
I am running a soil-pile interaction model. which is similar to your webinar 25. After applying self-weight load of soil, I apply structural load. However, there is a non-convergence issue during structural load application. I tried to reduced structural load by multiplying 0.1 --> It run ...

It worked well. Thank you so much.
Buu

Hi STKO support,

I am modeling dynamic problem with tied boundary condition (nodes with same elevation share the same DOF).

However, I am using partition to run parallel, which results in an error of non-finding node.
For example, in the attached files, if I partition into 2 parts --> it run well ...

1, about InitialStateAnalysisWrapper, in the dynamic analysis of gravity balance simulation, some cases using (InitialStateAnalysis on/off), in some cases there is no use InitialStateAnalysis on/off), In opensees website (https://opensees.berkeley.edu/wiki/inde ... s_of_Slope) and OPenSesPL website ...

Problem solved.
Thank you for your help,
Buu

Hi STKO,
I am simulating a soil-pile interaction using py, tz, qz model. However, the piles are inclined with an angle of 20 deg with respect to vertical direction. Do you know how to create a local axis with an angle of 20 deg with respect to vertical direction? I can make a local axis with an ...