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@article{185357,
        author = {Rohan A. Mahale and Dr. P. A. Dode and Dr. S. A. Rasal},
        title = {A Comprehensive Review of Vierendeel Column Systems for Multi-Storey Buildings},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {12},
        number = {5},
        pages = {746-754},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=185357},
        abstract = {Vierendeel column systems constitute a distinctive class of rigid-frame structures that feature rectangular or square openings without any diagonal bracing. Conceptually, they form an intermediate or hybrid structural typology between beam–column moment-resisting frames and trussed systems, effectively transmitting loads through a combination of bending moments and shear forces, rather than through direct axial tension and compression. This departure from traditional triangulated frameworks allows for rigid joint action, leading to continuous moment distribution and enhanced architectural versatility. The Vierendeel system is fundamentally defined by its aesthetic openness and structural clarity. The absence of diagonal members creates unobstructed architectural spaces and enables the seamless integration of glazed façades, open-plan interiors, and service penetrations, which are highly desirable features in contemporary multi-storey and high-rise buildings. Despite being less material-efficient compared to conventional trusses, the system compensates through its ability to balance engineering efficiency, architectural elegance, and functional adaptability.
Over the years, the concept originating from the pioneering work of Arthur Vierendeel (1896) has evolved significantly, supported by advancements in material science and computational analysis. The integration of finite element modeling (FEM) and nonlinear numerical simulations has allowed engineers to capture complex behaviors such as moment redistribution, shear lag effects, and joint flexibility with high accuracy. Furthermore, innovations in composite construction techniques, involving the use of steel concrete or FRP concrete hybrid members, have enhanced both stiffness and ductility, making Vierendeel columns viable even in tall buildings subjected to substantial lateral forces.
The present paper provides a comprehensive review of the conceptual framework, historical development, analytical modeling, design methodologies, and performance behavior of Vierendeel column systems. It also examines recent advancements in computational design, parametric optimization, and sustainable materials that have contributed to the system’s renewed relevance in modern construction practice. In addition, the paper highlights key advantages and challenges, identifies existing research gaps, and proposes future directions for enhancing the structural and architectural integration of Vierendeel columns in multi-storey and composite buildings. Through this review, it is evident that the Vierendeel column approach represents a fusion of structural engineering and architectural expression, offering a forward-looking paradigm for the design of open, efficient, and visually striking building systems in the 21st century.},
        keywords = {Vierendeel column, rigid frame, bending moment, shear transfer, multi-storey building, composite system, finite element analysis, architectural transparency.},
        month = {October},
        }