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

EasyChair Preprint no. 8035

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

@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 no. 8035},

  year = {EasyChair, 2022}}