Seismic Analysis of R-C Multi-Storey Building with Various Lateral Load Resisting Systems

International Journal of Civil Engineering

© 2022 by SSRG - IJCE Journal

Volume 9 Issue 3

Year of Publication : 2022

Authors : Vaneeta Devi, Deepak Chauhan, Neeraj Kumar Tiwari, Sunil Kumar, Subir Kumar Sharma, Sanjeev Suman, Sandeep Gupta

10.14445/23488352/IJCE-V9I3P104

How to Cite?

Vaneeta Devi, Deepak Chauhan, Neeraj Kumar Tiwari, Sunil Kumar, Subir Kumar Sharma, Sanjeev Suman, Sandeep Gupta, "Seismic Analysis of R-C Multi-Storey Building with Various Lateral Load Resisting Systems," SSRG International Journal of Civil Engineering, vol. 9,  no. 3, pp. 30-35, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I3P104

Abstract:

Due to scarcity of space and the shifting of people from rural to urban areas, it is now essential to construct high rise buildings. Still, these buildings have drawbacks, such as lower resistance to wind and earthquake and large beams and columns leading to congested joints with poor workability and compaction. Thus, if constructed in high seismic areas, these buildings may be susceptible to severe damage, which further leads to loss of life. Along with gravity load, the structure has to withstand the lateral loads subjected to the building due to earthquakes; thus, different lateral load resisting techniques are used nowadays to make a tall structure stiff and stable. The present study focuses on the study of RC framed structures provided with two different conventional lateral load resisting systems, i.e., bracings and shear walls. A 3-D analysis of the G+14 storey building has been carried out using the STAAD. Pro V8i software. Different models have been drawn by adopting different locations of shear walls and bracings. A comparative study has been done on four parameters: storey displacement, storey drift, bending moment, and structure period between different frame RC models. Linear dynamic analysis (response spectrum analysis) has been performed for the study as per IS 1893 (Part l):2016.

Keywords:

Shear Wall, Storey Drift, Storey displacement, Bracings.

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