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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM21544

Comparison Study of Responses Generated In Rectangular and Octagonal Shaped High Rise Buildings under Wind Loads

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM21544

Volume:

7 |

5 |

May 2023

Pages:

Publication Frequency:

Monthly (12 issues per year)

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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

VK

Vivek Khanpate

AR

Aniket Raut

VS

Vaibhav Sangale

PD

Pratik Dharmale

PNB

Professor Neha Bagdiya

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Abstract

Comparison study of Responses generated in RCC Framed structure Rectangular and Octagonal Shaped High rise buildings under wind loads is presented in this paper. The effect of shape plays a vital role in the effect generated by wind load as the height of building increases. As sufficient information is not available in the standard codes of practice regarding irregular plans and cross-sectional shapes of high rise buildings, hence, more exploration and research needs to be done in the subjected area. With this objective, this study focuses on presenting comparison of reactions including base shear (FX), moment about X axis (MX), moment about Y axis (MY) and Deflection in X direction of rectangular and Octagonal shaped High Rise building with composite columns exposed to 0° and 90° attack angles of wind. Bentley STAAD Pro software v8i module is used to design and analyze Structure prototype (G+26 with 3.5 m floor height) to compare responses and analysis of structural system against wind load.

KEYWORDS

High Rise Building Shape factor Wind load analysis Composite columns Base Shear Building Deflection

Cite This Article

Vivek Khanpate, Aniket Raut, Vaibhav Sangale, Pratik Dharmale, Professor Neha Bagdiya, "Comparison Study of Responses Generated In Rectangular and Octagonal Shaped High Rise Buildings under Wind Loads," International Journal of Scientific Research in Engineering and Management, vol. 7, no. 5, May 2023. https://doi.org/10.55041/IJSREM21544

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Publication Date

5/27/2023

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Double-Blind Peer Review

Review Rounds: 2

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