alishst
Structural
- Feb 11, 2019
- 13
Hi
I'm trying to model a 3d liquid tank with acoustic elements and steel shell. I've also used springA elements and a solid mass to serve as a damper. The whole system is subject to an earthquake record. I would like to know which one of these suits this type of analysis better? Transient Fidelity, Moderate Dissipation, or Quasi-static? Or I should I stop using dynamic implicit and go with explicit?
I'm trying to model a 3d liquid tank with acoustic elements and steel shell. I've also used springA elements and a solid mass to serve as a damper. The whole system is subject to an earthquake record. I would like to know which one of these suits this type of analysis better? Transient Fidelity, Moderate Dissipation, or Quasi-static? Or I should I stop using dynamic implicit and go with explicit?