Download PDFOpen PDF in browserSeismic Vibration Control of High Rise Building with Shear Wall Using ETABSEasyChair Preprint 80358 pages•Date: May 22, 2022AbstractThis 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
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