Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Impact & Dynamics Vol. 15, No. 57 (2021)

Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns

Author and affiliation details
  • Tarek Salem Zagazig University, Department of Structural Engineering, Egypt.
  • Hassan Maaly Zagazig University, Department of Structural Engineering, Egypt.
  • Ahmed Abdelbaset Corresponding author Zagazig University, Department of Structural Engineering, Egypt. ahmed_mohammed_1281@yahoo.com
DOI
10.3221/IGF-ESIS.57.04
Pages
40-49
Published
Licence
CC BY 4.0

Abstract

Static and dynamic behavior of above-ground steel storage oil tanks resting on end bearing piles or stone columns are studied and analyzed using ADINA (2019) program. The studied soil profile is an upper soft clay soil layer, followed by an extended dense sand layer. The main purpose of this research is to explore to what extent stone columns can be used as an effective alternative to concrete piles under steel storage tanks. Therefore, many three-dimensional numerical models are conducted to analyze and study the performance of such tanks in both static and dynamic cases. Ten of the studied cases are steel tanks resting over stone columns with different numbers and properties. On other hand, one model studied the behavior of steel tank resting on large diameter concrete piles. Results indicate that stone columns can be used instead of end bearing piles as long as the computed settlements are safe. In addition, stone columns are behaving better than concrete piles in decreasing of hoop stress in tank shell. It is also noticed that stone columns with high elastic modulus are effective in reducing the sloshing height of the oil surface during earthquakes.

Keywords

Article history

  1. ReceivedUntil the next stage: 28 days
  2. Revision requestedUntil the next stage: 0 days
  3. RevisedUntil the next stage: 14 days
  4. AcceptedUntil the next stage: 42 days
  5. Published

How to cite

APA

Salem, T., Maaly, H., & Abdelbaset, A. (2021). Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns. Fracture and Structural Integrity, 15(57), 40–49. https://doi.org/10.3221/IGF-ESIS.57.04

IEEE

T. Salem, H. Maaly, and A. Abdelbaset, “Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns,” Fracture and Structural Integrity, vol. 15, no. 57, pp. 40–49, 2021, doi: 10.3221/IGF-ESIS.57.04.

MLA

Salem, Tarek, et al. “Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns.” Fracture and Structural Integrity, vol. 15, no. 57, 2021, pp. 40–49. https://doi.org/10.3221/IGF-ESIS.57.04.

Chicago

Salem, Tarek, Hassan Maaly, and Ahmed Abdelbaset. 2021. “Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns.” Fracture and Structural Integrity 15 (57): 40–49. https://doi.org/10.3221/IGF-ESIS.57.04.

Harvard

Salem, T., Maaly, H. and Abdelbaset, A. (2021) ‘Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns’, Fracture and Structural Integrity, 15(57), pp. 40–49. doi: 10.3221/IGF-ESIS.57.04.

Vancouver

Salem T, Maaly H, Abdelbaset A. Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns. Fracture and Structural Integrity. 2021;15(57):40-49. doi:10.3221/IGF-ESIS.57.04

BibTeX

@article{salem2021, author = {Salem, Tarek and Maaly, Hassan and Abdelbaset, Ahmed}, title = {Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {15}, number = {57}, pages = {40--49}, doi = {10.3221/IGF-ESIS.57.04}, url = {https://doi.org/10.3221/IGF-ESIS.57.04}, issn = {1971-8993} }

RIS

TY - JOUR AU - Salem, Tarek AU - Maaly, Hassan AU - Abdelbaset, Ahmed TI - Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/06/22 VL - 15 IS - 57 SP - 40 EP - 49 DO - 10.3221/IGF-ESIS.57.04 UR - https://doi.org/10.3221/IGF-ESIS.57.04 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Tarek Salem, Hassan Maaly, Ahmed Abdelbaset.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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