BEHAVIORAL ANALYSIS OF ECCENTRIC DIAGRID STRUCTURAL SYSTEMS FOR TALL BUILDINGS

  • Unique Paper ID: 185343
  • PageNo: 964-968
  • Abstract:
  • The development of tall buildings has been rapidly increasing in number worldwide. The trends in tall building design are now towards integrating optimal building form with the Structure to produce an efficient design. Following the recent trends in tall buildings design practice, the first analyzed structural scheme is the Diagrid system, a perimeter structural configuration characterized by a narrow grid of diagonal members involved in gravity and lateral load resistance. The present work demonstrates the linear dynamic analysis of tall buildings considering Diagrid and frame tube structure. The building studied in this work is a G+30, G+40 reinforced concrete moment resisting frame designed for gravity, and seismic using 1893:2016. And is studied using the response spectrum Analysis. It was observed by the dynamic analysis method i.e. response spectrum Analysis, the parameters which were compared between three structural system observed that building with eccentric diagrid system (EDS). system performs better than framed tube and concentric diagrid system (CDS) system. Eccentric diagrid system (EDS). have more lateral displacement resisting stability for about 43% and 12 % lesser displacement compared to framed tube and concentric diagrid system (CDS).

Copyright & License

Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

BibTeX

@article{185343,
        author = {MOHAMMED ABDUL MUQUEET and MOHAMMED RAFI},
        title = {BEHAVIORAL ANALYSIS OF ECCENTRIC DIAGRID STRUCTURAL SYSTEMS FOR TALL BUILDINGS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {12},
        number = {5},
        pages = {964-968},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=185343},
        abstract = {The development of tall buildings has been rapidly increasing in number worldwide. The trends in tall building design are now towards integrating optimal building form with the Structure to produce an efficient design. Following the recent trends in tall buildings design practice, the first analyzed structural scheme is the Diagrid system, a perimeter structural configuration characterized by a narrow grid of diagonal members involved in gravity and lateral load resistance. The present work demonstrates the linear dynamic analysis of tall buildings considering Diagrid and frame tube structure. The building studied in this work is a G+30, G+40 reinforced concrete moment resisting frame designed for gravity, and seismic using 1893:2016. And is studied using the response spectrum Analysis. It was observed by the dynamic analysis method i.e. response spectrum Analysis, the parameters which were compared between three structural system observed that building with eccentric diagrid system (EDS). system performs better than framed tube and concentric diagrid system (CDS) system. Eccentric diagrid system (EDS). have more lateral displacement resisting stability for about 43% and 12 % lesser displacement compared to framed tube and concentric diagrid system (CDS).},
        keywords = {Tall buildings, diagrid system, framed tube system, concentric diagrid system (CDS), and eccentric diagrid system (EDS).},
        month = {October},
        }

Cite This Article

MUQUEET, M. A., & RAFI, M. (2025). BEHAVIORAL ANALYSIS OF ECCENTRIC DIAGRID STRUCTURAL SYSTEMS FOR TALL BUILDINGS. International Journal of Innovative Research in Technology (IJIRT), 12(5), 964–968.

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