Search found 3 matches

by Alshaebi
Fri Sep 16, 2022 8:46 am
Forum: OpenSees.exe Users
Topic: Stress-Strain Fiber Outputs
Replies: 2
Views: 2153

Re: Stress-Strain Fiber Outputs

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
by Alshaebi
Tue Sep 13, 2022 7:15 pm
Forum: OpenSees.exe Users
Topic: Stress-Strain Fiber Outputs
Replies: 2
Views: 2153

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...
by Alshaebi
Fri Sep 24, 2021 3:14 am
Forum: OpenSees.exe Users
Topic: Maximum Node Displacement
Replies: 1
Views: 7914

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