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Highrise reinforced concrete building construction is increasing in big cities. As a result, the structure becomes more vulnerable to lateral loads like wind and seismic loads as it becomes taller. Therefore, it is crucial that the building be safe from dynamic loads because their intensity changes over time. The response and behaviour of a G+20-story RCC-framed building with a horizontal plan and vertical irregularities with and without shear walls is studied in this study work. The square, L, and T shapes are the shapes taken into consideration for the study. The analysis method use is linear static analysis. The Effect of plan shape are studied in this paper in terms of storey drift, roof displacement and time period.
Keywords:
Plan irregularity, Vertical Irregularity, Seismic Analysis, ETABS, Storey shear.
Cite Article:
"Dynamic Analysis of Multistorey RCC Building with Different Irregularities", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.7, Issue 8, page no.904 - 911, August-2022, Available :http://www.ijrti.org/papers/IJRTI2208156.pdf
Downloads:
000205032
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