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Paper Title: Shear wall at different location for symmetric multi-storey RCC building subjected to seismic loading
Authors Name: Patil A. G. , Prof. Hamane A. A.
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Published Paper Id: IJNRD1807013
Published In: Volume 3 Issue 7, July-2018
Abstract: In case of high rise structure high lateral forces develops due to earthquake and wind loads. Shear walls have very high in plane stiffness and strength, they resist large horizontal loads and support gravity loads, which significantly reduces lateral sway of the building and thereby reduces damage to structure and its contents. In this research article main focus is comparative study of seismic analysis of shear wall at different location for symmetric multi-storey buildings. A RCC building of G+12 storey subjected to earthquake loading in zone-III. An earthquake load is calculated by Response spectrum method using IS 1893 (Part–I):2002. These analyses were performed using ETABS 2016.
Keywords: Response Spectrum, Symmetric structures, Seismic Analysis, ETABS.
Cite Article: "Shear wall at different location for symmetric multi-storey RCC building subjected to seismic loading", International Journal of Novel Research and Development (, ISSN:2456-4184, Vol.3, Issue 7, page no.73-77, July-2018, Available :
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