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Paper ID:IJSREM63400

Comparison of Light Gauge Structural Frame and Conventional Building Systems in High Rise Buildings in India’

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM63400

Volume:

10 |

5 |

May 2026

Pages:

1-14

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM63400

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

Shreyans Bansal

Shreyans Bansal

Architecture

School of Planning and Architecture Bhopal

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PDSKS

Prof. Dr. Sushil Kumar Solanki

Architecture

School of Planning and Architecture Bhopal

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PAVST

Prof. Ar. Vipendra Singh Thakur

Architecture

School of Planning and Architecture Bhopal

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PDSM

Prof. Dr. Sanmarga Mitra

Architecture

School of Planning and Architecture Bhopal

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PR

Pranav Rajput

Architecture

School of Planning and Architecture Bhopal

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Abstract

Over the past century, the surge in high-rise construction driven by rapid population growth has prompted the demand for more efficient structural systems, leading to the global adoption of materials like Light Gauge Steel Frames (LGSF) across various building typologies. Drawing from existing literature and historical data, this study seeks to critically compare LGSF with traditional construction materials commonly used in India. Numerous studies conducted both domestically and internationally have explored the structural efficiency of LGSF, and this paper aims to identify research gaps related to its application in high-rise construction. It also assesses prior comparative research between LGSF and conventional systems within the Indian built environment.

KEYWORDS

Keywords- High Rise Construction Light Gauge Steel Framing System Conventional Building Systems Structural Material Hybrid Construction

Cite This Article

Shreyans Bansal, Prof. Dr. Sushil Kumar Solanki, Prof. Ar. Vipendra Singh Thakur, Prof. Dr. Sanmarga Mitra, Pranav Rajput, "Comparison of Light Gauge Structural Frame and Conventional Building Systems in High Rise Buildings in India’," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 5, pp. 1-14, May 2026. https://doi.org/10.55041/IJSREM63400

Full Article/Conclusion

The exploration of Light Gauge Steel Frame (LGSF) systems in high-rise construction reveals its substantial potential as a more efficient alternative to conventional materials, especially within the Indian context. The advantages of LGSF, such as its lightweight nature and the reduced time required for construction, translate into tangible benefits—faster build times and cost reductions in both materials and labour. The ability to streamline the process through prefabrication not only makes construction more efficient but also minimizes the environmental impact, particularly by reducing waste. When compared with Hot Rolled Steel (HRS) and reinforced concrete, LGSF stands out in areas like foundation costs, structural weight, and construction speed. Despite these merits, the material’s application in larger structures still presents challenges, notably regarding stability under lateral loads and the behaviour of slender steel profiles. These limitations, while not insurmountable, highlight the need for further research to refine its capabilities, particularly for high-rise buildings. For a country like India, where urban growth is accelerating, adopting LGSF could significantly contribute to addressing the twin challenges of resource efficiency and rapid urbanization. However, its broader adoption will hinge on continued innovation and overcoming the technical barriers that remain.

References

[1]        Yawar Hussain, 2. (2024). REVIEW PAPER ON COMPARATIVE STUDY BETWEEN LGSF BUILDING AND CONVENTIONAL BUILDING. Gobingarh,punjab : www.ijcrt.org. [2]        Aditi Sonavane, N. D. (2022). A case study on Light gauge framed steel structure. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 31-36. [3]        BUILDING HIGH WITH STEEL FRAME. (1961). In Official Architecture and Planning (pp. 374-377). Alexandrine Press. [4]        DAVE, S. (2010). High Urban Densities in Developing Countries: A Sustainable Solution? Alexandrine Press, 27. [5]        E Yandzio, R. M. (2015). The Journal of Preservation Technology. SCI Publication P402, 127. [6]        FRIEDMAN, D. (2012). Hidden Intricacies: The Development of Modern Building Skeletons. The Journal of Preservation Technology, 13-21. [7]        Harshavardhan Palvai a, ⇑. T. (2021). Modelling and design analysis of light gauge steel systems against. Materials Today: Proceedings, 5164-5172. Journal, C. (2010). Tall Buildings in Numbers. CTBUH, pp 40-41. [8]        Karmakar, J. (2020). Dynamics of High-Rise Buildings in Indian Cities: Case of Mumbai. The Urban World , pp 11-23. [9]        Mir M. Ali 1 and Kheir Al-Kodmany 2, *. (2021). Tall Buildings and Urban Habitat of the 21st Century:. buildings, 384-424. [10]   Mona Abouhamad, M. A.-H. (2020). Life Cycle Environmental Assessment of Light Steel Framed Buildings with Cement-Based Walls and Floors. sustainability, 17.

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Publication Date

5/18/2026

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Review Rounds: 2

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