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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM52274

Seismic Performance Assessment of Shear Walls Using Linear and Nonlinear Analysis in ETABS

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-

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Paper ID:

IJSREM52274

Volume:

9 |

8 |

Aug 2025

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

CSVR

CHUNDURU SHANMUKHA VENKATA RAGHAVENDRA1

LGC

L GOPI CHAND2

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Abstract

Modeling the complex behavior of reinforced concrete in its nonlinear domain presents challenges that have historically led engineers to depend on empirical formulas. Nonlinear analysis, however, has become a vital tool in the assessment and design of reinforced concrete structures. This paper presents a pushover analysis of reinforced concrete (RC) frames with and without vertical irregularities using ETABS software. Key outcomes include the evaluation of pushover curves, storey drifts, lateral displacements, hinge behavior, and performance points.

KEYWORDS

Pushover analysis ETABS nonlinear static analysis hinge properties seismic performance vertical irregularity RC frames.

Cite This Article

CHUNDURU SHANMUKHA VENKATA RAGHAVENDRA1, L GOPI CHAND2, "Seismic Performance Assessment of Shear Walls Using Linear and Nonlinear Analysis in ETABS," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 8, Aug 2025.

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Publication Date

8/29/2025

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Double-Blind Peer Review

Review Rounds: 2

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