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Vaibhav Balodia
Er. Vinod Kumar Modi
Keywords:
Shear wall, Bracing, Tall building, Storey shear, Storey drift, Response Spectrum Analysis.
Abstract:
Now a days in India, Higher the land price and scarcity of land in various cities. Vacant land in developed area becomes very less. So, growth in tall building is to be seen.
This Study is performed on tall building with an earthquake analysis of (2B+G+29) Floor building using Indian Standard code of practice (IS 1893:2016). Seismic forces on a building are calculated using load combination according to (IS 456:2000) limit state method. The structure is designed in line with seismic code. (IS 1893:2016) under seismic zone (V) and (IS 16700:2023). IS 16700:2023 specially for tall building with range in (50m to 250m). Dead load and live load is calculated by (IS 875:1987 PART 1&2) with using (CSI ETABS:2017) software.
The primary objective is how different configuration of bracing impact the structural of the building under earthquake loading utilizing ETABS software. The analysis includes a detailed examination and comparison of lateral displacement, storey drift, storey shear, overturning moment and base shear across various types of bracing such as, X-bracing, XX-bracing & V-bracing.
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International Journal of Recent Research and Review
ISSN: 2277-8322
Vol. XVII, Issue 4
December 2024
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PUBLISHED
December 2024
ISSUE
Vol. XVII, Issue 4
SECTION
Articles
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