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An Architectural and Structural Review of Diagrid Structural Reinforcement in High Rise Construction

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  • Harvinder
  • Rajbala

Abstract

In the era of rapid urbanization, the demand for efficient high-rise structural systems has become increasingly significant. This study investigates the architectural and structural performance of diagrid systems compared to conventional frame structures using ETABS software. A comprehensive analysis was conducted on 12-storey and 24-storey building models with varying diagrid angles (50.2°, 67.4°, 74.2°, and 82°). The results identified 67.4° as the optimal angle, significantly enhancing lateral stiffness, minimizing displacements, and reducing material consumption. In the 12-storey model, the diagrid system reduced top displacement by 47%, storey drift by 29%, and base shear by 23%, while saving 47% concrete and 8% steel. For the 24-storey model, storey drift was reduced by 35%, with 13.11% less concrete and 57.9% less steel consumption. The findings demonstrate that diagrid systems offer superior structural performance, material efficiency, and architectural flexibility, making them highly suitable for modern high-rise construction.

Suggested Citation

  • Harvinder & Rajbala, 2025. "An Architectural and Structural Review of Diagrid Structural Reinforcement in High Rise Construction," Int J Sci Res Civil Engg, International Journal of Scientific Research in Civil Engineering, vol. 9(3), pages 70-84, June.
  • Handle: RePEc:jcq:ijsrce:v9:y2025:i3:id:669
    DOI: 10.32628/IJSRCE259313
    Note: Article URL: https://ijsrce.com/home/article/view/IJSRCE259313
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