It's a stiff vertical diaphragm used in construction works to carry lateral stresses. Shear walls with adequate design and construction will have both stiffness and strength of the section to with stand the forces. From the standpoint of economy and lateral deflection control, a shear wall may become necessary. If the building is constructed without shear wall, then the size of the column (Vertical member) and beam (Horizontal members) are fairly larger in section this may leads to lot of overcrowd at the joint portion makes the difficulty in handing vibration to the concrete at the time of execution and displacement is quite large, causing enormous forces in the members. Multi-Storey RC Buildings are capable of withstanding both vertical loads and horizontal loads. Keywords Shear walls, Time history method and ETABS. 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.
#How to Model and Design High Rise Buildings using ETABS.pdf code#
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
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