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  Published Paper Details:

  Paper Title

Seismic Analysis of Multi-Storey Building With Shear Wall and Floating Columns

  Authors

  VELETI PREM KUMAR,  Dr. K. Manjulavani

  Keywords

Shear walls, lateral displacement, story drift, story shear, story bending, response spectrum, time history analysis.

  Abstract


Earthquakes are natural phenomena that generate intense ground motions, which can adversely impact structural systems. While mild tremors may not be perceptible to humans, stronger ones can cause serious structural damage. Shear walls are introduced in buildings to improve lateral stiffness, enhance ductility, minimise lateral displacements, and increase overall structural safety in seismic design. Controlling storey drift and lateral displacement is essential. Shear walls, which are vertical reinforced concrete (RC) elements extending from the foundation upwards, play a key role in resisting lateral seismic forces and limiting storey displacements. However, enclosing a building entirely with shear walls may negatively affect its architectural appearance. As a result, shear walls are typically positioned at selected locations, such as the sides or corners. In low-rise structures, bracing systems may be an option, but these are often unsuitable for taller buildings.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2511001

  Paper ID - 295970

  Page Number(s) - a1-a12

  Pubished in - Volume 13 | Issue 11 | November 2025

  DOI (Digital Object Identifier) -   

  Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Cite this article

  VELETI PREM KUMAR,  Dr. K. Manjulavani,   "Seismic Analysis of Multi-Storey Building With Shear Wall and Floating Columns", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.13, Issue 11, pp.a1-a12, November 2025, Available at :http://www.ijcrt.org/papers/IJCRT2511001.pdf

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ISSN: 2320-2882
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Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


ISSN
ISSN
ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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