TORSIONAL EFFECT ON RCC BUILDING WITH OR WITHOUT SHEAR WALL BY USING ETABS: A REVIEW

Authors

  • Prof. D. A. Narasgouda Assistant Professor Department of Civil EngineeringDr.D.Y.Patil College of Engineering & Innovation, Varale, Pune
  • Inamul Hussain Goundi Assistant Professor Department of Civil EngineeringDr.D.Y.Patil College of Engineering & Innovation, Varale, Pune
  • Murad Pathan BE, Department of Civil EngineeringDr.D.Y.Patil College of Engineering & Innovation, Varale, Pune

Keywords:

Torsionally Irregularity,, ory Drift,, Story Displacement, Time Period,

Abstract

nowa day’s study on the shear wall structure is very important due to it’s mainly provides the stability for the lateral forces. All over the world very conflicted and unsymmetrical structures are constructed. Due to unsymmetrical structure results in torsionallyirregularity occurs and it’sterrible when earthquake occurs.Find thebehavior and damage of structureis very important which is at location of structural lean planes in thebuilding. The laterally applied load on structural system, numberof floors, degree of asymmetry and there type has to be analyzed and calculated to reduce the damage on the structure.The main objective of this paperis to understand the torsionalbehaviour of an asymmetric building by modelling and analyzing a20 storey buildings with different configurations using dynamic analysis by Response Spectrum Methodon ETABS software as per IS Codalprovision 1893(Part I):2002Forearthquake, by comparing themaximum storey drift,storey displacement, time period withregular building and the summer is presentedat the end of paper.

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Published

2021-03-27

Issue

2019: NCTEP

Section

Articles

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