Record Details

Seismic Response of Y-Shape Multi-Storey Building with Optimum Location of Shear Walls

NOPR - NISCAIR Online Periodicals Repository

View Archive Info
 
 
Field Value
 
Title Seismic Response of Y-Shape Multi-Storey Building with Optimum Location of Shear Walls
 
Creator Banerjee, Rajiv
Srivastava, Jyoti Bhushan
Gupta, Nakul
 
Subject Shear wall
Torsion
Static eccentricity
Irregularity
Seismic behavior
 
Description 615-621
Shear walls have extremely high in-plane strength and stiffness and also can counter heavy lateral loads making them
quite advantageous in high-rise buildings. It is suggested to incorporate them in structures built in the places where there are
chances of large intensity earthquakes or high winds. Positioning of the shear wall plays a very critical task in an
asymmetric and irregular building subjected to earthquake forces. In our study, the main aim is to locate the advantageous
position of the shear wall in Y-shaped asymmetric and irregular G+14 building in zone IV. The study is done by using a
software package, CSI ETABS ver. 18.0.2. We have carried out Response Spectrum Analysis and Time History Analysis for
this study. In this study, fourteen test models with unique location of shear wall are considered and parameters such as Time
Period, Storey Displacement, Static Eccentricity, Storey Drift, Joint Displacement, Base Shear, and Base Force, are
compared with the bare model. Thus, the best location of shear wall is suggested based on models having least static
eccentricity, minimum displacement, Minimum drift, Minimum time period, Minimum joint displacement and Maximum
base shear.
 
Date 2022-11-01T05:14:19Z
2022-11-01T05:14:19Z
2022-10
 
Type Article
 
Identifier 0971-4588 (Print); 0975-1017 (Online)
http://nopr.niscpr.res.in/handle/123456789/60759
https://doi.org/10.56042/ijems.v29i5.67615
 
Language en
 
Publisher NIScPR-CSIR,India
 
Source IJEMS Vol.29(5) [October 2022]