Abstract
Steel is the most preferred material by designers for industrial structures because of its advantageous properties, namely, tensile strength, ductility, and durability. Industrial steel structures are commonly used for manufacturing and storage works requiring large uninterrupted dimensions. This requirement of structure is fulfilled using pre-engineered buildings (PEB). PEB is one of the widely used concepts as it optimizes steel consumption in comparison with the conventional steel building (CSB) and thus contributes to the reduction of cost and project duration without affecting the lateral stability during earthquakes. The lateral stability of the structure is ensured by providing a suitable bracing system. In this paper, the comparative behaviour of conventional and pre-engineered buildings is studied by providing different types of bracings (viz. X, V, K, and diagonal) using Staad Pro. Results indicate that PEB with diagonal bracing reduces displacement and natural time period by 17.39 and 28.02%, respectively, when compared with CSB. The study concludes that the provision of diagonal bracing contributes to improving the performance of PEB.
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Acknowledgements
The authors are grateful to the Director, of Rajarambapu Institute of Technology (RIT), Rajaramnagar, and the Head of Department, Civil Engineering, RIT for motivating and providing the required facilities in carrying out this study.
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All authors contributed to the study conception and design. Material preparation, data collection, and analysis were performed by PPB, PDK, and KG. The first draft of the manuscript was written by PPB and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.
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Bharmal, P.P., Kumbhar, P.D. & Gumaste, K.S. Comparative study on the behaviour of conventional and pre-engineered buildings provided with different types of bracing. Asian J Civ Eng 25, 451–459 (2024). https://doi.org/10.1007/s42107-023-00787-y
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DOI: https://doi.org/10.1007/s42107-023-00787-y