Hello STKO team,
I am performing a cyclic moment-curvature analysis on a cross-section to replicate laboratory results. I modified a standard STKO example file by implementing a Path timeSeries with the target cyclic history.
To map the laboratory curvature to the control node rotation in the ...
Search found 2 matches
- Mon Jun 29, 2026 1:02 pm
- Forum: Analysis
- Topic: Cyclic Moment-Curvature analysis issue: Lower bending moment and missing concrete pinching compared to OpenSeesPy
- Replies: 1
- Views: 146
- Fri Jun 26, 2026 4:30 pm
- Forum: Post processing and data visualization
- Topic: How to extract physical (non-regularized) material strains from ASDConcrete1D / ASDSteel1D for code compliance?
- Replies: 1
- Views: 897
How to extract physical (non-regularized) material strains from ASDConcrete1D / ASDSteel1D for code compliance?
Hello dear STKO team,
I am modeling a precast prestressed concrete column using ASDConcrete1D and ASDSteel1D . As expected, these materials use the characteristic length ( Lch ) to regularize energy dissipation and avoid strain localization issues.
The Problem:
For my research, I need to ...
I am modeling a precast prestressed concrete column using ASDConcrete1D and ASDSteel1D . As expected, these materials use the characteristic length ( Lch ) to regularize energy dissipation and avoid strain localization issues.
The Problem:
For my research, I need to ...