The OpenSees Community

I think the Cypress Editor will be useful for you.
the link to download tool was attached bellow
http://cypress.hrshojaie.com/en-us/default.aspx

Hi duguyihan
I couldn't understand your answer, could you tell me more detail?

Hello,
I am trying to add new material to opensees. However, I got trouble when executing "example1.tlc" file. the detail error was attached below.
https://drive.google.com/file/d/1E3gWdh ... sp=sharing
Is there anyone can help me with this type of error?
Thank you.

in my opinion, if you are considering soil-structure interaction aspect, you can use PySimple1 material to simulate interface between pile and soil. in order to simplify model, you can separate simulation for soil to get free-field motion, after that you can use this input motion to apply end of eac...

which py spring model you use?

I think you can try like this
recorder Element -xml ElementSectionForce/ElementForce41.txt -ele 41 section 1 force
instead of
recorder Element -file ElementSectionForce/ElementForce41.txt -ele 41 section 1 force

Hi,
I'm simulating pipe pile by p-y spring, and I used elasticbeamcolunm for pile element. My question is how to get rotation of pile section. I already used this command
recorder Element -file ele1sec1Defo.out –time -ele 1 section 1 deformation
but it can not record.
thanks for any idea help me.

thanks for reply Seilimgunay
velocities are also different
here is my code
https://drive.google.com/file/d/0B9v0lL ... sp=sharing

Dear selimgunay
I recorded from node 401 to 435, these nodes are applied inputmotion.

Hi, I had the problem when I used Multi-support command, I don't know why recording acceleration values are so much different with input acceleration, but recording displacement values are the same as input motion. Can anyone please help me to find out the reason Here is my code which I use to apply...

1. I think you can change nodes fixity like that #spring nodes fixities for {set i 1} {$i <= $nNodeEmbed} {incr i} { fix [expr $i + 100] 0 1 1 fix [expr $i + 200] 1 1 1 } 2. You can increase tolerance on the norm of the displacement residual was 1e3 test NormDispIncr 1e3 20 I've changed your code, a...