Issue |
E3S Web Conf.
Volume 552, 2024
16th International Conference on Materials Processing and Characterization (ICMPC 2024)
|
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---|---|---|
Article Number | 01117 | |
Number of page(s) | 11 | |
DOI | https://doi.org/10.1051/e3sconf/202455201117 | |
Published online | 23 July 2024 |
A Comparative Study of Analyzing the Impact of Various RCC Building Shapes on Wind Performance
1 Department of Applied Sciences, New Horizon College of Engineering, Bangalore, India.
2 Department of AI&ML, GRIET, Bachupally, Hyderabad, Telangana, India.
3 Lovely Professional University, Phagwara, India.
4 Lloyd Institute of Engineering & Technology, Knowledge Park II, Greater Noida, Uttar Pradesh, India.
5 Medical Laboratory Technology Department, College of Medical Technology, The Islamic University, Najaf, Iraq
6 Lloyd Institute of Management and Technology, Greater Noida, Uttar Pradesh, India - 201306
7 Department of Mechanical Engineering, MLR Institute of Technology, Hyderabad, Telangana, India - 500071
* Corresponding author: anukmp@gmail.com
The analysis, design, and creation of high-rise buildings necessitate a comprehensive information of wind-induced vibration, a critical factor that considerably impacts structural integrity. In this context, the existing study undertakes an exploration of the results of wind load on diverse building shapes, aiming to envision the most structurally stable configuration for multi-storey structures. Focusing usually on L-form and H-form buildings, the studies conduct a comparative evaluation to assess how wind load influences those distinct shapes. Each case study represents a structure located in Wind zone IV with Terrain category II, adhering to the specs mentioned in IS 875(part-3): 2015 standards. Emphasizing reinforced concrete (RCC) framed structures, the research delves into the repercussions of wind loads on critical parameters including maximum shear force, bending moment, and storey displacement. The resulting data is meticulously presented through tables and charts, elucidating the overall performance metrics for every case (H-shape and L-form) in terms of storey displacement, shear force, bending moment, and axial force. Eventually, an intensive evaluation is conducted to determine any disparities in structural behaviour and reaction to wind loads a number of the various constructing shapes, providing precious insights into most efficient design concerns for enhancing structural stability and resilience in excessive-rise constructions.
Key words: Structural behaviour / bending moment / displacement / wind zone IV / L-shape building / Hshape building
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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