How to Model and Design High Rise Buildings using ETABS.pdf

The primary aim is to review about G+15 storey high-rise building with shear wall system and without shear wall system located in seismic zone IV, shear wall design and optimization is done by using the ETAB software and the shear walls are arranged in such a way to resist the lateral forces in zone IV region throughout the structure according to Indian codes. These shear walls, by their shearing resistance and resistance to overturning, transfer the lateral loads to the foundation. Lateral forces of wind and earthquake are usually resisted by shear walls which are parallel to the direction of lateral load.

Now in a days, increase in the transportation and safety measure the Floor Spacing Index ( FSI ) in Indian cities is increasing considerably. Todays tall buildings are becoming more and more slender, leading to the possibility of more sway in comparison with earlier high rise buildings. Normally, shear walls include in stairwells between columns, lift well, toilets, utility shafts etc. Generally, concrete used for construction of shear wall. Shear walls are normally made of reinforced concrete, plywood (timber), unreinforced masonry. Bhosale5ġ,2,3,4 UG Student, Department of Civil Engineering, Gharda Institute of Technology, Lavel – Khed, Ratnagiri -Maharashtra, India.ĥ Associate Professor, Department of Civil Engineering, Gharda Institute of Technology, Lavel- Khed, Ratnagiri-Maharashtra, India.Ībstract- Developments of high rise building in present time takes new elevation day by day, but also create huge challenge for the structure engineering in present time. Stability of High Rise Building using Shear Wall By ETABs

How to Model and Design High Rise Buildings using ETABS.pdf