Jul 2026· International Journal for Research in Applied Science and Engineering Technology· Vol 14, pp. 2405-2413· 0 citations
Abstract
The present study evaluates the seismic performance of a G+15 reinforced concrete (RC) framed building using
ETABS software in accordance with IS 1893 (Part 1): 2016. The building is modelled as a plan-regular structure located
in Seismic Zone V with medium soil conditions. Modal Analysis, Equivalent Static Analysis, and Response Spectrum
Analysis are carried out to assess the dynamic behaviour of the structure under earthquake loading. Important structural
parameters such as natural time period, modal participation ratio, base shear, storey displacement, and storey drift are
obtained and analysed. The results indicate that seismic response varies significantly along the height of the building, with
maximum displacement and drift occurring at the upper storeys while remaining within the codal limits. The study
demonstrates that ETABS is an effective tool for evaluating the seismic behaviour of multi-storey RC buildings and
provides valuable information for designing safe and earthquake-resistant structures.
Earthquakes produce significant lateral forces on structures, which may lead to excessive displacement, structural
instability, and collapse if proper seismic resistant measures are not adopted. The present study focuses on the comparative
seismic performance evaluation of a G+11 reinforced cement concrete (RCC) buildi...
Utkarsh Mishra, R. Grover· International Journal for Re...· 0 citations
This study investigates the dynamic response of G+7 storey reinforced concrete framed building with overhead water tank emphasizing the dynamic effects of liquid sloshing during earthquakes. Using ANSYS Workbench for finite element modelling and applying equivalent static analysis as per IS 1893:2014, the study evaluat...
Yugandhara Kasture, S. Mishra, S. Rangari· EPJ Web of Conferences· 0 citations
This study investigates the seismic performance of multi-storey reinforced concrete (RC) buildings integrated with RC shear walls, using ETABS software for structural modelling and dynamic analysis. Building models with G+3, G+13, and G+23 storeys were analysed in accordance with IS 1893:2016 provisions, representing s...
E. Ganesh, K. Archana, Nayakanti Rajeev et al.· International Journal of Lat...· 0 citations
This study examines the seismic performance of a multi-storey reinforced concrete building designed for Seismic Zone IV under IS 1893:2002, evaluated using performance-based seismic design (PBSD) principles. A special moment-resisting RC frame was modelled in SAP2000 v16 and analysed using linear static, nonlinear stat...
Sandeep· International Journal of Res...· 0 citations
Designing high-rise reinforced concrete (RC) structures with adequate lateral stability is essential, especially in areas prone to earthquakes and strong winds. A G+9 RC framed structure was examined in this research with and without shear walls, utilizing STAAD as a tool for comparison.The PRO CONNECT Version. Model A...
A. Devi, B. S. Chandra· International Journal of AI...· 0 citations
Seismic retrofitting of existing reinforced concrete (RC) buildings is often required because of deficiencies in their original design, changes in seismic provisions, or increased functional demands. This study evaluates the effectiveness of steel bracing for improving the seismic performance of a ten-story, plan-irreg...
H. Jarrahi, Abbas Sadeghi, S. Vaziri· Research on Engineering Stru...· 0 citations
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