UGC Approved Journal no 63975(19)
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ISSN: 2349-5162 | ESTD Year : 2014
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Volume 11 Issue 12
December-2024
eISSN: 2349-5162

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Published Paper ID:
JETIR2412198


Registration ID:
552120

Page Number

c1-c6

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Title

Comparative Study on Influence of Seismic and Wind Forces on the Orientation of High-Rise Reinforced Concrete Structures

Abstract

Rapid urban population growth in emerging nations like India has compelled a revaluation of the significance of tall structures with varying dimensions and shapes, resulting in varying building aspect ratios. It has been established that a building's aspect ratio influences how an earthquake and wind act on it. There are various kinds of aspect ratios, primarily based on the building's height and geometry. The effectiveness of a structure in withstanding lateral loadings is influenced by the vertical aspect ratio, also known as the Slenderness ratio (H/B), and the horizontal aspect ratio, also known as the Plan aspect ratio (Lmax/Lmin). The building core size and the building slenderness ratio are the main factors that influence an efficient structural design. The design of mid-rise and low rise buildings differs from that of high-rise structures. Bureau of Indian standards has come up with special code IS:16700 which gives provisions for designs of tall buildings. The present study uses ETABS software to examine the seismic and wind load performance of a G+25 Storey RC Building with a plan aspect ratio of 1:2.6. The orientation of the building is changed at different angles with respect to the global X-axis and global Y-axis while keeping the wind direction constant in the software. Seismic parameters such as storey displacement, storey drift, time period and mass participation are obtained using Response Spectrum Analysis for seismic zone IV considering IS 1893–Part 1 (2016) codal provisions. Lateral displacement due to wind load is also determined as per IS 875–Part 3 (2015) codal provisions considering a basic wind speed of 47 m/s.

Key Words

Plan Aspect Ratio, Orientation, Seismic Load, Wind Load, Response Spectrum Analysis, Dynamic Wind Analysis.

Cite This Article

"Comparative Study on Influence of Seismic and Wind Forces on the Orientation of High-Rise Reinforced Concrete Structures", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 12, page no.c1-c6, December-2024, Available :http://www.jetir.org/papers/JETIR2412198.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"Comparative Study on Influence of Seismic and Wind Forces on the Orientation of High-Rise Reinforced Concrete Structures", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 12, page no. ppc1-c6, December-2024, Available at : http://www.jetir.org/papers/JETIR2412198.pdf

Publication Details

Published Paper ID: JETIR2412198
Registration ID: 552120
Published In: Volume 11 | Issue 12 | Year December-2024
DOI (Digital Object Identifier):
Page No: c1-c6
Country: District-Thane, Maharashtra, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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