Search found 3 matches
- Thu Feb 18, 2021 3:41 am
- Forum: OpenSees.exe Users
- Topic: special steel moment resisting frame - convergence issue
- Replies: 0
- Views: 5789
special steel moment resisting frame - convergence issue
Convergence issue takes place When i doing incremental dynamic analysis , how can i resolve this issue by changing algorithm ?
- Tue Sep 22, 2020 7:31 am
- Forum: OpenSees.exe Users
- Topic: Specially concentrated braced frame
- Replies: 2
- Views: 1271
Re: Specially concentrated braced frame
uniaxialMaterial Fatigue $matID_fatBrace $matID_Brace -E0 $E0 -m $m -min -1.0 -max 0.04 You may need to increase the max value i changed this code to " uniaxialMaterial Fatigue $matID_fatBrace $matID_Brace -E0 $E0 -m $m -min -1.0 -max 1.0 ".Then it shows "FatigueMaterial: material ta...
- Mon Sep 21, 2020 3:05 am
- Forum: OpenSees.exe Users
- Topic: Specially concentrated braced frame
- Replies: 2
- Views: 1271
Specially concentrated braced frame
# -------------------------------------------------------------------------------------------------- # 2D model of 1-Story 1-Bay Special Concentric Braced Frame - dynamic and pushover analysis #--------------------------------------------------------------------------------------------------- # Brac...