alishst
Structural
- Feb 11, 2019
- 13
Hi
I've modeled an unanchored tank (shell elements) resting on ground (solid elements). I have given a seismic record to the ground and I want to get the base shear and overturning moment of the tank as my history outputs during the analysis. My question is which categories should I tick when requesting the outputs? Right now I've ticked "total forces due to frictional stress (CFS1/CFS2/CFS3)"for base shear and "total moment about origin due to contact pressure (CMN1/CMN2/CMN3)" for overturning moment but I'm not sure if it is correct. btw I'm using explicit solver.
I've modeled an unanchored tank (shell elements) resting on ground (solid elements). I have given a seismic record to the ground and I want to get the base shear and overturning moment of the tank as my history outputs during the analysis. My question is which categories should I tick when requesting the outputs? Right now I've ticked "total forces due to frictional stress (CFS1/CFS2/CFS3)"for base shear and "total moment about origin due to contact pressure (CMN1/CMN2/CMN3)" for overturning moment but I'm not sure if it is correct. btw I'm using explicit solver.