Analysis Of Shear Wall Core And Pherify Using E Tabs

Abstract: In recent decades, shear wall and tube structures are the most appropriate structural forms, which have caused the height of concrete buildings to be soared. So, recent RC tall buildings would have more complicated structural behavior than before. In the seismic design of buildings, reinforced concrete structural walls, or shear walls, act as major earthquake resisting members. Structural walls provide an efficient bracing system and offer great potential for lateral load resistance. Reinforced concrete (RC) buildings after have vertical plate like RC walls called Shear walls in addition to slab, beams and columns. These walls generally start at foundation level and are continuous throughout the building height. The Properties of these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluate the seismic response of the walls appropriately. In this present study, main focus is to determine the solution for shear wall location in multi-storey building. Effectiveness of shear wall will be studied with the help of four different models. Model one is bare frame structural system and other three models are dual type structural system. An earthquake load is applied to a buildings of ten stories located in zone III. Parameters like time Period, mode shape, lateral displacement, storey shear and storey drift. Keywords: Analysis, Shear Wall, Core,Pherify, E Tabs