Thank you selimgunay for your response, I have tried to use each "element nonlinearBeamColumn, element forceBeamColumn, and element dispBeamColumn" to simulate the column but the issue still stands.
Alshaebi
Search found 3 matches
- Fri Sep 16, 2022 8:46 am
- Forum: OpenSees.exe Users
- Topic: Stress-Strain Fiber Outputs
- Replies: 2
- Views: 2497
- Tue Sep 13, 2022 7:15 pm
- Forum: OpenSees.exe Users
- Topic: Stress-Strain Fiber Outputs
- Replies: 2
- Views: 2497
Stress-Strain Fiber Outputs
Hello everyone, please help. I'm using 2D model for precast segmental bridge column with uniaxial concrete02 and material-No tension for the zero-length section between the two segments of the column. I want to get and show the damage to the concrete like cracks, spalling, and crushing by using a st...
- Fri Sep 24, 2021 3:14 am
- Forum: OpenSees.exe Users
- Topic: Maximum Node Displacement
- Replies: 1
- Views: 8867
Maximum Node Displacement
Hello dear all,
please help. I need to record the maximum node displacement value. for some reason, I want only the maximum value, not envelope values. I tried to use this command but it doesn't work.
recorder MaxNodeDisp -file ND16.out -dof 1 -node 16
Thanks
please help. I need to record the maximum node displacement value. for some reason, I want only the maximum value, not envelope values. I tried to use this command but it doesn't work.
recorder MaxNodeDisp -file ND16.out -dof 1 -node 16
Thanks