Paper Title
Analysis of Industrial Shed with Different Bracing Configurations Resting on Sloping Ground Under Seismic Load
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Registration ID: IJNRD_324736
Published ID: IJNRD2605317
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Keywords
Industrial Shed; Stiffness; X-Bracing; K-Bracing; Inverted V-Bracing; Axial Force; Bending Moment; Nodal Movement; Staad-Pro.
Abstract
When building industrial steel sheds on sloped ground, it's important to think about how well they will hold up in earthquakes because the uneven distribution of mass and stiffness is caused by the slope. This research investigates what happens to the structure of an industrial steel shed when it is loaded with earthquake force using various types of bracing, including an unbraced frame, X-bracing, K-bracing, and Inverted V-bracing. STAAD-Pro Software is used to make a three-dimensional mathematical model of an industrial shed that is 48 m x 16.5 m and has a column height of 11 m. Using the equivalent static method and following the rules in IS 1893 (Part 1): 2016 from the Bureau of Indian Standards, the models are tested under seismic loading. With an importance factor of 1.5, a response reduction factor of 5, and a damping ratio of 5%, it is considered that the building is in Seismic Zone II. Nodal movement, column forces, bending moments, and axial forces are used to compare the two. The analysis showed that the unbraced model had the most horizontal movement, reaching about 204.50 mm. This means that it is not stiff and is more likely to be damaged by earthquakes. Adding bracing systems made the structure respond much better by lowering the amount of sideways movement to as little as 0.90 mm in the X-braced version. The best reduction in displacement and column moments was seen with X-bracing, which showed better lateral stiffness and successful seismic force transfer. K-bracing also showed big improvements, with less deformation and a more stable power distribution. When compared to the basic model, inverted V-bracing increased seismic performance. However, it showed localized displacement peaks, which means it was less efficient. The study finds that adding bracing systems to industrial sheds on sloped ground makes them much more stable during earthquakes. X-bracing is the best configuration for earthquake protection under the load conditions that are looked at.
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How To Cite (APA)
Rahul S. Betawar & Prof. Priti G. Rana (May-2026). Analysis of Industrial Shed with Different Bracing Configurations Resting on Sloping Ground Under Seismic Load. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 11(5), d135-d139. https://ijnrd.org/papers/IJNRD2605317.pdf
Issue
Volume 11 Issue 5, May-2026
Pages : d135-d139
Other Publication Details
Paper Reg. ID: IJNRD_324736
Published Paper Id: IJNRD2605317
Research Area: Other area not in list
Author Type: Indian Author
Country: Chandrapur, Maharashtra, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2605317.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2605317
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