Paper Title
Seismic Analysis of G+30 High Rise Building
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Registration ID: IJNRD_226779
Published ID: IJNRD2408210
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Abstract
This paper discusses the seismic analysis of a G+30 storied building with a centrally located core as the lateral load-resisting system. The study focuses on investigating the building's response to seismic loads using the Response Spectrum Method as per Indian Standard (IS) 1893:2016. The building is modeled using three-dimensional finite element analysis, and the seismic loads are applied in different directions to study the building's behavior under different seismic intensities. The results indicate that the centrally located core as LLRs provides significant resistance against lateral forces induced by seismic activity. The study shows that the location of the core plays a vital role in the building's behavior under seismic loads, providing greater stiffness and strength to the building in both the X and Y directions. The study demonstrates that the LLRs system is effective in reducing the seismic forces acting on the structure, providing a safer and more stable building. The maximum displacement, drift, and base shear forces are within permissible limits, indicating that the building can withstand seismic forces as per IS 1893:2016. The analysis shows that the building is most vulnerable in the East-West direction, as expected, given the seismic zone and soil type. This study highlights the importance of designing LLRs systems appropriately and demonstrates the effectiveness of the Response Spectrum Method and three-dimensional finite element analysis in the seismic analysis of high-rise buildings. This research's findings can be used to enhance the seismic design and safety of high-rise buildings in regions prone to seismic activity.
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Tanuja A Deshpande & Dr. G R Gandhe (August-2024). Seismic Analysis of G+30 High Rise Building. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 9(8), c86-c96. https://ijnrd.org/papers/IJNRD2408210.pdf
Issue
Volume 9 Issue 8, August-2024
Pages : c86-c96
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Paper Reg. ID: IJNRD_226779
Published Paper Id: IJNRD2408210
Research Area: Civil Engineeringรย
Author Type: Indian Author
Country: Aurangabad, Maharashtra, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2408210.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2408210
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