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Seismic Vibration Control of High Rise Building with Shear Wall Using ETABS

EasyChair Preprint 8035

8 pagesDate: May 22, 2022

Abstract

This work is concerned with the seismic vibration control of high rise building with shear wall. According to is 1893(part -1):2002 code is used to analyses the structures by time history method. To use the different load combinations by IS1893 (part-1):2002. In this study to prepare the U shapes of building in ETABS-2017 software. RCC model, shear wall, damper model and shear wall and damper may have varied seismic response performances. All the models are analysed for buildings located in zone Ⅲ of medium soil as per IS 1893-2002 (part 1). The results are tabulated In-terms of lateral displacement, story displacement, natural period time and base shear.

Keyphrases: ETABS, Shear wall, Time history method

BibTeX entry
BibTeX does not have the right entry for preprints. This is a hack for producing the correct reference:
@booklet{EasyChair:8035,
  author    = {K A Krishnamurthy and S R Pruthviraj and T Maruthi},
  title     = {Seismic Vibration Control of High Rise Building with Shear Wall Using ETABS},
  howpublished = {EasyChair Preprint 8035},
  year      = {EasyChair, 2022}}
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