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@article{205204,
author = {Mr Aniket Balu Shinde and Prof Dr U R Kawade and Prof S N Daule},
title = {A REVIEW ON ANALYSIS AND DESIGN OF STEEL BRACED FRAMED WITH DIFFERENT BRACING BY USING STAADPRO},
journal = {International Journal of Innovative Research in Technology},
year = {2026},
volume = {13},
number = {1},
pages = {5431-5437},
issn = {2349-6002},
url = {https://ijirt.org/article?manuscript=205204},
abstract = {Steel structures are widely adopted in high-rise construction because of their high strength, flexibility, and ease of fabrication. However, they are highly susceptible to lateral forces generated by wind and earthquakes, which may lead to excessive sway and instability. To enhance lateral stiffness and stability, bracing systems are introduced in steel frames. Bracings act as diagonal members that transfer lateral loads through axial action, thereby reducing bending moments and inter-storey drift. The present study will focus on the seismic analysis and design of a G+30 steel framed building incorporating bracing configurations such as X types, using STAAD.Pro software. Different plan geometries Square, L, C, and T-shaped buildings will be modeled to evaluate the influence of structural shape on performance. Bracings will be placed at different locations, including corners, building faces, and core, to assess their effect on the structural response. The analysis will be carried out using the Time History Method as per IS 1893 (Part 1):2016, and design will be performed according to IS 800:2007. Parameters such as storey drift, displacement, and base shear will be evaluated and compared for each configuration. It is expected that type bracings will demonstrate better lateral stiffness and reduced deflection. The study will aim to identify the most efficient bracing system for enhancing the seismic performance of high-rise steel structures.},
keywords = {Steel Structure, Bracing System, STAAD. Pro, Seismic Analysis, THA, IS 1893:2016, IS 800:2007.},
month = {June},
}
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