Seismic Analysis of G+30 High Rise Building

Registration ID: IJNRD_226779

Published ID: IJNRD2408210

DOI: Click Here to Get

Tanuja A Deshpande , Dr. G R Gandhe

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.

Published Paper   E-Certificate

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

Volume 9 Issue 8, August-2024

Pages : c86-c96

Paper Reg. ID: IJNRD_226779

Published Paper Id: IJNRD2408210

Downloads: 000121993

Research Area: Civil Engineering 

Country: Aurangabad, Maharashtra, India

Published Paper PDF: https://ijnrd.org/papers/IJNRD2408210.pdf

Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2408210

Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)

ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016

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