EVALUATION OF CIRCULAR PRESTRESSING EFFECT ON CONDEEP PLATFORMSTORAGE RESERVOIRS USING MECHANICAL PRINCIPLES

Authors

  • Bashirzade Seymur Author
  • Ozcan Okan Author
  • Garibov Rafail Author

DOI:

https://doi.org/10.58225/sw.2023.2.175-182

Keywords:

condeep platforms, circular prestressed, post-tensioned concrete, hollow concrete sections

Abstract

The prestressed concrete application of cylindrical structures is now recognized as one of the most
cost-effective designs. Circular prestressing addresses the weaknesses of leakage and cracking that are common
in traditional reinforced concrete tanks. It requires less maintenance, has superior fire resistance, and is a suitable
substitute if steel is costly. This study investigated the entire application of circular prestressed concrete condeep
platform supports and provided recommendations for a circular prestressing methodology.

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Published

2025-10-18

How to Cite

[1]
Bashirzade Seymur, Ozcan Okan, and Garibov Rafail, “EVALUATION OF CIRCULAR PRESTRESSING EFFECT ON CONDEEP PLATFORMSTORAGE RESERVOIRS USING MECHANICAL PRINCIPLES”, SW AzUAC, no. 2, Oct. 2025, doi: 10.58225/sw.2023.2.175-182.

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