The results are tabulated In- terms of lateral displacement, story displacement, natural period time and base shear. All the models are analysed for the seismic zone of the buildings- zone of medium soil as per IS 1893-2002 (part 1). RCC model, shear wall, damper model and shear wall and damper may have varied seismic response performances. In this study to prepare the U shapes of building in ETABS- 2017 software. To use the different load combinations by IS1893 (part-1):2002. According to is 1893(part -1):2002 code is used to analyses the structures by time history method. Krishnamurthy K A Department of Studies in Civil Engineeringĭepartment of Studies in Civil EngineeringĬivil Engineering Department Jain Institute of Technology Davangere, IndiaĪbstract This work is concerned with the vibration control of the high rise building with shear wall by considering seismic force. Seismic Vibration Control of High Rise Building with Shear Wall using ETABS
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. Archives
March 2023
Categories |