Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.14 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI)
The seismic vulnerability of existing reinforced concrete (RC) structures is a critical concern in earthquake-prone regions. Inadequate design practices, aging structures, and increased urbanization have necessitated the retrofitting of these buildings to enhance their seismic performance. Steel bracing systems have emerged as one of the most effective solutions for improving the structural integrity and ductility of RC frames. This study presents a comprehensive comparative analysis of different steel bracing systems, including X-bracing, V-bracing, Inverted V-bracing, and K-bracing, to evaluate their effectiveness in seismic retrofitting. Finite element models of RC frames were developed and analyzed under seismic loads to assess key parameters such as base shear, lateral displacement, story drift, and natural frequency. The findings of this study aim to provide engineers and practitioners with valuable insights into selecting optimal bracing configurations for seismic risk mitigation.
"Effectiveness of Steel Bracing Systems for Seismic Retrofitting of Existing RC Frames – Comparative Study", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.10, Issue 7, page no.a750-a754, July-2025, Available :http://www.ijrti.org/papers/IJRTI2507083.pdf
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2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator