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This ETABS signify Extended three Dimensional Analysis of Building Systems. ETABS integrates every aspect for the engineering design process. Within the present situations of housing industry, the buildings that are being constructed are gaining significance, in general, those with the most effective possible outcomes which are brought up members such as beams and columns in multi storey’s R.C structures. This software mainly used for structures such as high-rise structure, concrete and steel structures. The paper aims to investigate a high-rise building of (G+12) floors by considering seismic, dead, and live loads. The look criteria for high-rise buildings are strength, serviceability, and stability. The version of the software used is ETABS 2017.In the present study, we are mainly determining the results of a lateral loads on moments, shear force, base shear, axial force, maximum displacement and tensile forces on structural system is subjected and also comparing the results of seismic zones 3, 4 and 5
Key Words: ETABS-2017, Seismic Analysis, High Rise Buildings Maximum displacement, High Rise Buildings, Storey drift, Base reactions, IS1893-2016.
Keywords:
Cite Article:
"Non-Linear Time History Analysis of G+12 Highrise RCC Structure using CSI ETABS", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.7, Issue 8, page no.271 - 280, August-2022, Available :http://www.ijrti.org/papers/IJRTI2208045.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