I have read the report "Shear-Flexure Interaction Modeling for Reinforced Concrete Structural Walls and Columns under Reversed Cyclic Loading".
In this report, it is mentioned that analytical models of column specimens were generated in OpenSees using the SFI-MVLEM model elements.
Three of the four specimens were tested under double curvature, whereas only Specimen #2 (Table 3.1, Shanmugam [2009]) was tested in a single curvature.
How can we model a double curvature test with SFI-MVLEM?
Can anyone share a code for modeling a double curvature test with OpenSees?
Does anyone have a code for modeling a double curvature test with SFI-MVLEM?
double curvature test
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Re: double curvature test
Can i model the Shear wall in the bay of frame with SFI method ?mohammmad wrote: ↑Sun Jul 21, 2019 12:36 am I have read the report "Shear-Flexure Interaction Modeling for Reinforced Concrete Structural Walls and Columns under Reversed Cyclic Loading".
In this report, it is mentioned that analytical models of column specimens were generated in OpenSees using the SFI-MVLEM model elements.
Three of the four specimens were tested under double curvature, whereas only Specimen #2 (Table 3.1, Shanmugam [2009]) was tested in a single curvature.
How can we model a double curvature test with SFI-MVLEM?
Can anyone share a code for modeling a double curvature test with OpenSees?
Does anyone have a code for modeling a double curvature test with SFI-MVLEM?
Re: double curvature test
Yes you can model shear wall in the bay of frame with SFI method.ahmadbsr wrote: ↑Thu Jun 25, 2020 2:29 amCan i model the Shear wall in the bay of frame with SFI method ?mohammmad wrote: ↑Sun Jul 21, 2019 12:36 am I have read the report "Shear-Flexure Interaction Modeling for Reinforced Concrete Structural Walls and Columns under Reversed Cyclic Loading".
In this report, it is mentioned that analytical models of column specimens were generated in OpenSees using the SFI-MVLEM model elements.
Three of the four specimens were tested under double curvature, whereas only Specimen #2 (Table 3.1, Shanmugam [2009]) was tested in a single curvature.
How can we model a double curvature test with SFI-MVLEM?
Can anyone share a code for modeling a double curvature test with OpenSees?
Does anyone have a code for modeling a double curvature test with SFI-MVLEM?