sriharsha.g
Structural
- Aug 29, 2024
- 4
Hi, I am doing a Non linear push over analysis in etabs for 6 storey steel building. Every time, I run the analysis, I am getting different curves even though there is no change in the model and I am not able to understand which one is correct. I am using the following solver settings and non linear parameters. Correct me If i am wrong.
Advanced sapfire options: Advanced solver type
Solution Scheme: Event to event only
Maximum total steps: 0
Maximum Null steps: 0
Event Lumping Tolerance: 0.03
Maximum events per step: 300
Stop when max events per step exceeds: No
Min. Event step size: 0.000001
Max Null events per step: 10
Kindly check and help me
Advanced sapfire options: Advanced solver type
Solution Scheme: Event to event only
Maximum total steps: 0
Maximum Null steps: 0
Event Lumping Tolerance: 0.03
Maximum events per step: 300
Stop when max events per step exceeds: No
Min. Event step size: 0.000001
Max Null events per step: 10
Kindly check and help me