Search found 2 matches
- Mon Sep 14, 2020 5:06 pm
- Forum: OpenSees.exe Users
- Topic: staged construction analysis with additional load
- Replies: 3
- Views: 3827
staged construction analysis with additional load
Hello, I attached my simple truss analysis input. In the first stage, I applied -1000 downward, and I got reaction 500 at both supports. It is OK. In the second stage, I also applied -1000 downward, and I got reaction 2000 at both supports. It is double of the correct reaction 1000. Please let me kn...
- Fri Feb 25, 2011 6:58 pm
- Forum: OpenSees.exe Users
- Topic: tendon load
- Replies: 1
- Views: 1936
tendon load
Dear sir,
I am trying to apply tendon presstress to beam element in Opensees. but I don't see any reference how to do that.
Could you let me know how to apply tendon presstress load to any type of beam element in Opensees.
Thank you.
I am trying to apply tendon presstress to beam element in Opensees. but I don't see any reference how to do that.
Could you let me know how to apply tendon presstress load to any type of beam element in Opensees.
Thank you.