The Effectiveness of the Recycled Aggregate on the Story Lateral Displacement and Story Drift of High-Rise Buildings


Authors : Faisal Alyamani; Saad Khalifa Rashid Al-Shahoumi

Volume/Issue : Volume 10 - 2025, Issue 7 - July


Google Scholar : https://tinyurl.com/36k76sa9

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DOI : https://doi.org/10.38124/ijisrt/25jul182

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Abstract : The present paper examines the effect of Recycled Aggregate (RA) on the story displacement and story drift of a 17-story high-rise building exposed to wind loads in both directions. For this purpose, four percentages of RA were used (0, 25, 50, and 100%), and four ETABS models were built according to these percentages. The lateral displacement increased with the percentage of RA, reaching 25.19% higher than the natural value at the roof when using 100% recycled aggregate. The shear walls' distribution has an effect on the displacement in each direction. The y-direction had a higher displacement because the walls act as lateral bracing and play a significant role in structural stability. The story drift had a similar behaviour to story displacement, displaying a 25% increase compared to the natural state when using 100% recycled aggregate. Additionally, all models met the serviceability and safety requirements, and thus, the recycled aggregate may be used in reinforced concrete high-rise buildings. Finally, the optimised aggregate replacement ratio in concrete mix was between 25% and 50% to strike a balance between environmental benefits and structural performance.

Keywords : Recycled Aggregate, Story Displacement, Story Drift, High-Rise Building, ETABS Model, Structural Performance, Reinforced Concrete, Structural Stability, Replacement Ratio.

References :

  1. N. Oikonomou, "Recycled concrete aggregates," Cement and concrete composites, vol. 27, no. 2, pp. 315-318, 2005.
  2. V. Tam, M. Soomro and A. Evangelista, "A review of recycled aggregate in concrete applications (2000–2017)," Construction and Building Materials, vol. 172, pp. 272-292, 2018.
  3. A. Shayan and A. Xu, "Performance and properties of structural concrete made with recycled concrete aggregate," Materials Journal, vol. 100, no. 5, pp. 371-380, 2003.
  4. M. Tavakoli and P. Soroushian, "Strengths of recycled aggregate concrete made using field-demolished concrete as aggregate.," Materials Journal, vol. 93, no. 2, pp. 178-181, 1996.
  5. M. Etxeberria, E. Vázquez, A. Marí and M. Barra, "Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete," Cement and concrete research, vol. 37, no. 5, pp. 735-742, 2007.
  6. O. Palii, A. Sirico, B. Belletti and P. Bernardi, "Building a Sustainable Future: Database of Concrete with Recycled Aggregates from Construction and Demolition Waste.," Procedia Structural Integrity, vol. 59, pp. 167-174, 2024.
  7. K. McNeil and T. Kang, "Recycled concrete aggregates: A review," International Journal of concrete structures and materials, vol. 7, pp. 61-69, 2013.
  8. S. Frondistou-Yannas, "Waste concrete as aggregate for new concrete," In Journal Proceedings , vol. 74, no. 9, pp. 373-376, 1977.
  9. K. C. H. A. A. Yang, "Influence of Type and Replacement Level of Recycled Aggregates on Concrete Properties.," ACI Materials Journal, vol. 105, no. 3, pp. 289-296, 2008.
  10. I. Maruyama, M. Sogo, T. Sogabe, R. Sato and K. Kawai, "Flexural properties of reinforced recycled concrete beams," Barcelona, Spain, 2004.
  11. S. Yap, P. Chen, Y. Goh, I. H. K. Mo and C. Yuen, "CharacterisationCharacterisation of pervious concrete with blended natural aggregate and recycled concrete aggregates," Journal of Cleaner Production, vol. 181, pp. 155-165, 2018.
  12. R. Sato, I. Maruyama, T. Sogabe and M. Sogo, "Flexural behavior of reinforced recycled concrete beams," Journal of Advanced Concrete Technology, vol. 5, no. 1, pp. 43-61, 2007.
  13. G. Fathifazl, A. Razaqpur, O. Isgor, A. Abbas, B. Fournier and S. Foo, "Flexural performance of steel-reinforced recycled concrete beams," ACI Structural Journal, vol. 10, no. 6, 2006.
  14. A. Abdo, A. El-Zohairy, Y. Alashker, M. Badran and S. Ahmed, "Effect of Treated/Untreated Recycled Aggregate Concrete: Structural Behavior of RC Beams," Sustainability, vol. 16, no. 10, p. 4039, 2024.
  15. L. Lu, "Optimal replacement ratio of recycled concrete aggregate balancing mechanical performance with sustainability A review," Buildings, vol. 14, no. 7, p. 2204, 2024.
  16. M. Ghalehnovi, A. Karimipour, J. De Brito and H. Chaboki, "Crack width and propagation in recycled coarse aggregate concrete beams reinforced with steel fibres," Applied Sciences, vol. 10, no. 21, p. 7587, 2020.
  17. E. Ohemeng and S. Ekolu, "Comparative analysis on costs and benefits of producing natural and recycled concrete aggregates: A South African case study.," Case Studies in Construction Materials, vol. 13, p. 450, 2020.
  18. R. V. Silva, J. de Brito and R. K. Dhir, "Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production," Construction and Building Materials, vol. 65, pp. 201-217, 2014.
  19. R. Kurda, J. de Brito and J. D. Silvestre, "Water absorption and electrical resistivity of concrete with recycled concrete aggregates and fly ash.," Cement and Concrete Composites, vol. 95, pp. 169-182, 2019.
  20. M. Etxeberria, A. Marí and E. Vázquez, "Recycled aggregate concrete as structural material.," Materials and structures, vol. 40, pp. 529-541, 2007.
  21. S. L. Belgaonkar, R. B. Tilaganji, P. P. Hegade, R. B. Indaragi, K. Z. Jamadar and N. N. Biradar, "Comparative Study of Story Displacement and Stiffness under Different Seismic Zones for RC Structure," International Journal of Engineering Research & Technology (IJERT),, pp. 2278-0181, 2021.
  22. A. Souhaibou and L. Z. Li, "A comparative study on the lateral displacement of a multi-story RC building under wind and earthquake load actions using base shear method and ETABS software," Materials Today: Proceedings, 2023.

The present paper examines the effect of Recycled Aggregate (RA) on the story displacement and story drift of a 17-story high-rise building exposed to wind loads in both directions. For this purpose, four percentages of RA were used (0, 25, 50, and 100%), and four ETABS models were built according to these percentages. The lateral displacement increased with the percentage of RA, reaching 25.19% higher than the natural value at the roof when using 100% recycled aggregate. The shear walls' distribution has an effect on the displacement in each direction. The y-direction had a higher displacement because the walls act as lateral bracing and play a significant role in structural stability. The story drift had a similar behaviour to story displacement, displaying a 25% increase compared to the natural state when using 100% recycled aggregate. Additionally, all models met the serviceability and safety requirements, and thus, the recycled aggregate may be used in reinforced concrete high-rise buildings. Finally, the optimised aggregate replacement ratio in concrete mix was between 25% and 50% to strike a balance between environmental benefits and structural performance.

Keywords : Recycled Aggregate, Story Displacement, Story Drift, High-Rise Building, ETABS Model, Structural Performance, Reinforced Concrete, Structural Stability, Replacement Ratio.

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Paper Submission Last Date
31 - December - 2025

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