https://ejetms.com/index.php/ejetms/issue/feed 2024-09-11T10:49:11+00:00 Editor editor@ejetms.com Open Journal Systems <h1><strong style="font-size: 24px;">Our Vision</strong></h1> <p>Our vision encompasses publishing progressive peer-reviewed research articles par excellence using the open-access model of publication, without any constraint, financial, or other imposed on the readers. Our aim is to build mutually beneficial and long-lasting relationships with our authors and provide them full support throughout the publishing and the post-publishing processes. The Erudite Journal of Engineering Technology and Management Sciences (EJETMS) accepts submissions of a wide range of article types, including original research, reviews and feature articles. The author information section provides specific article requirements to help you turn your research into an article suitable for EJETMS.</p> <p><strong>Mode of Publication: </strong>Online (E-ISSN: 2583-2131)</p> <p><strong>Frequency of Publication: </strong>Quarterly</p> <p><strong>Language: </strong>English</p> <p><strong>Review Time (Duration in Days): </strong>10 working days</p> <p><strong>Articles can be submitted at: </strong> editorejetms@gmail.com, editor@ejetms.com</p> <p><strong>Contact us: </strong>editorejetms@gmail.com, editor@ejetms.com or +91-7382747210</p> https://ejetms.com/index.php/ejetms/article/view/34 2024-09-11T10:26:29+00:00 D. Venu Gopal Reddy dvenugopalreddy@gmail.com G. Jagadeesh dvenugopalreddy@gmail.com S. Vamsi dvenugopalreddy@gmail.com B. Kiran Kumar Reddy dvenugopalreddy@gmail.com P. Dhananjaya dvenugopalreddy@gmail.com P. Narasimha Reddy aryancivil130@gmail.com

<p>Concrete-filled steel tube (CFST) columns have emerged as a popular structural element in modern construction due to their superior load-bearing capacity and ductility under axial compression. This review paper synthesizes the existing research on the behavior of CFST columns subjected to axial compression, focusing on their mechanical properties, structural performance, and failure mechanisms. The combination of steel and concrete in CFST columns offers enhanced strength, stiffness, and energy absorption, making them suitable for high-rise buildings, bridges, and other critical infrastructure. This paper also explores the impact of various factors such as material properties, cross-sectional shapes, and slenderness ratios on the performance of CFST columns. Furthermore, the review highlights advancements in analytical models and numerical simulations that predict the behavior of CFST columns under different loading conditions. By providing a comprehensive understanding of the current state of research, this paper aims to guide future studies and practical applications in the design and optimization of CFST columns.</p>

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