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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM30018

Parametric Study on Frequency Analysis of RCC Shear Wall Using SAP2000

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM30018

Volume:

8 |

4 |

Apr 2024

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

SG

S. Gokulasankaran

MRS

Mrs. R. Shobana

DDSR

Dr. D. Shoba Rajkumar

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Abstract

This parametric study employs SAP2000 software to conduct a comprehensive frequency analysis on Reinforced Concrete (RCC) shear wall by systematically varying key parameters, such as aspect ratio, by conducting Time-History analysis of RCC shear wall subjected to seismic excitations. The aim of this paper is to study and compare the behaviour RCC shear walls based on aspect ratio by doing Time-History analysis in SAP2000 software, providing detailed response data such as structural displacements, natural frequency and base shear. This parametric study also identifies critical factors impacting the natural frequencies and mode shapes of the shear walls.

KEYWORDS

Shear wall SAP2000 Aspect ratio Time history analysis Frequency.

Cite This Article

S. Gokulasankaran, Mrs. R. Shobana, Dr. D. Shoba Rajkumar, "Parametric Study on Frequency Analysis of RCC Shear Wall Using SAP2000," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 4, Apr 2024.

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12/31/45389

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