Hydrodynamic Forces and Sloshing Analysis of Steel Ground Tanks Supported on Rigid Inclusions or Stone Columns

Authors

  • Rana Hassan , Hassan Maaly , Safa Tarek

Keywords:

Steel storage tanks; Seismic performance; Stone column foundations; Rigid inclusions; Soft clay soils; Soil structure interaction; Hydrodynamic forces; Fluid sloshing

Abstract

Background: Given the critical seismic performance requirements of steel ground storage tanks in earthquake-prone areas,ground improvement solutions such as stone columns proved to be cost-effective alternatives to conventional deep foundation systems. This paper numerically investigates

References

ADINA, (2025), "Automatic Dynamic Incremental Nonlinear Analysis Software", Bentley Adina Ultimate 2025 CONNECT Edition, Version 25.00.00.634.

American Life Line Alliance, (2001), "Seismic Fragility Formulations for Water Systems", Federal Emergency Management Agency (FEMA) and the American Society of Civil Engineers (ASCE).

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Published

2024-04-25

How to Cite

Rana Hassan , Hassan Maaly , Safa Tarek. (2024). Hydrodynamic Forces and Sloshing Analysis of Steel Ground Tanks Supported on Rigid Inclusions or Stone Columns . Journal of Computational Analysis and Applications (JoCAAA), 33(06), 4119–4133. Retrieved from https://www.eudoxuspress.com/index.php/pub/article/view/5547

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Section

Articles