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Background: Shear wall and core wall are components applied in the high story structures to resist lateral force in high seismic zones, now utilized in zone II and also zone III to restrain against earthquake loads. Shear wall and core wall both are similar. Shear wall is considered as a linear wall which is provided at the edges of buildings. Core wall is provided at the center of the building. Core wall is combination of shear walls.
Materials and Methods: In this paper study of 10 story, 15 story and 20 story building analyzed with different lateral resistance applied with similar structural parameters and dimensions with linear static method and comparison of analysis results with shear wall, core wall and concrete frame building.
Results: The mean difference is in terms of maximum story displacement, story drift in each model. The variation of results can be seen core wall in the middle has less deformation compared to other models.
Conclusion: Core wall provided in the center of model is more convenient with compare to shear wall at the edge of the model.
Keywords:
shear wall, core wall, rc frame
Cite Article:
"Comparative Seismic Analysis of Shear Wall and Core Wall Systems in Multi-Storey RC Buildings", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2456-3315, Vol.11, Issue 4, page no.c272-c276, April-2026, Available :http://www.ijrti.org/papers/IJRTI2604305.pdf
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ISSN:
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator