• Sumit A. Paul
• Amey R. Khedikar

The earthquake never kills people, but the defective structures. The stability and rigidity of any structure is the main concern in every high-rise building. Partitions are structural elements that resist lateral forces that dominate the resisting frame at the moment. The shear walls are the most preferred structural walls for earthquake resistance. This research concerns the comparison of the shear wall speed structure with durable construction time type. This study establishes three types of weather moment resisting construction frames concentrically tennis shear wall located along the X axis on the outer periphery of the building column and the cement flange arranged concentrically on the outer periphery along the X axis. The models of the three structures with the same accusation were created in STAAD. Pro and were analyzed and then were compared for their suitability. For the construction of 10 floors and 3 bays along the X axis of 4 m each and four bays along the Z axis of 4 meters each were considered and loads were applied as specified by IS. The analysis was performed according to IS IS 13920, IS 1893, IS 875, IS 456 specifications. The result shows a decrease of about 10% in the shear wall of the side platform and the shear wall of the base when resisted at the time of the frame introduced with the shear wall. Therefore, it had 10% less lateral force and basic cut. The results of the axial force, the moment of bending, the displacement of the knot was satisfactorily lower than the currently resisting frame. If we compare the cost, we can say that it is economical in all senses, because for the same configuration and load, we obtain greater stability and rigidity from the results of the node displacement.

Shear wall, Flanged concrete column, STAAD Pro, Earthquake.

"Comparing the Effect of Earthquake on High Rise Buildings With & Without Shear Wall and Flanged Concrete Column Using STAAD Pro", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 9, page no.444-449, September-2018, Available :http://www.jetir.org/papers/JETIR1809375.pdf

"Comparing the Effect of Earthquake on High Rise Buildings With & Without Shear Wall and Flanged Concrete Column Using STAAD Pro", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 9, page no. pp444-449, September-2018, Available at : http://www.jetir.org/papers/JETIR1809375.pdf