Search found 3 matches

by SHAIJALKM
Thu Feb 18, 2021 3:41 am
Forum: OpenSees.exe Users
Topic: special steel moment resisting frame - convergence issue
Replies: 0
Views: 4742

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 ?
by SHAIJALKM
Tue Sep 22, 2020 7:31 am
Forum: OpenSees.exe Users
Topic: Specially concentrated braced frame
Replies: 2
Views: 1237

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 tag 4 failed at p...
by SHAIJALKM
Mon Sep 21, 2020 3:05 am
Forum: OpenSees.exe Users
Topic: Specially concentrated braced frame
Replies: 2
Views: 1237

Specially concentrated braced frame

# -------------------------------------------------------------------------------------------------- # 2D model of 1-Story 1-Bay Special Concentric Braced Frame - dynamic and pushover analysis #--------------------------------------------------------------------------------------------------- # Brac...