International Journal of Innovative Research in Advanced Engineering (IJIRAE) ISSN: 2349-2163 Issue 01, Volume 5 ( January 2018 ) www.ijirae.com ___________________________________________________________________________________________________ IJIRAE: Impact Factor Value – SJIF: Innospace, Morocco (2016): 3.916 | PIF: 2.469 | Jour Info: 4.085 | ISRAJIF (2016): 3.715 | Indexcopernicus: (ICV 2016): 64.35 IJIRAE © 2014- 18, All Rights Reserved Page –26 DYNAMIC ANALYSIS OF HIGH RISE STRUCTURES UNDER DIFFERENT TYPE OF REINFORCED CONCRETE SHEAR WALL FOR AN EARTHQUAKE RESISTANT BUILDING Mahdi Hosseini Ph.D. scholar student in Structural Engineering, Dept. of Civil Engineering, Jawaharlal Nehru Technological University Hyderabad (JNTUH), Hyderabad, Telangana , India civil.mahdi.hosseini@gmail.com Prof.N.V.Ramana Rao Professor, Dept. of Civil Engineering, Jawaharlal Nehru Technological University Hyderabad (JNTUH), Hyderabad, & Director of National Institute of Technology Warangal ,Telangana, India Manuscript History Number: IJIRAE/RS/Vol.05/Issue01/JAAE10085 DOI: 10.26562/IJIRAE.2018.JAAE10085 Received: 09, December 2017 Final Correction: 28, December 2017 Final Accepted: 22, January 2018 Published: January 2018 Citation: Hosseini & Ramana (2018). DYNAMIC ANALYSIS OF HIGH RISE STRUCTURES UNDER DIFFERENT TYPE OF REINFORCED CONCRETE SHEAR WALL FOR AN EARTHQUAKE RESISTANT BUILDING. IJIRAE::International Journal of Innovative Research in Advanced Engineering, Volume V, 26-73. doi: 10.26562/IJIRAE.2018.JAAE10085 Editor: Dr.A.Arul L.S, Chief Editor, IJIRAE, AM Publications, India Copyright: ©2018 This is an open access article distributed under the terms of the Creative Commons Attribution License, Which Permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited Abstract-- Shear walls are a type of structural system that provides lateral resistance to a building or structure. They resist in-plane loads that are applied along its height. The applied load is generally transferred to the wall by a diaphragm or collector or drag member. In the present work thirty story building with C Shape, Box shape, E Shape, I shape and Plus shape RC Shear wall at the center in Concrete Frame Structure with fixed support conditions under different type of soil for earthquake zone V as per IS 1893 (part 1) : 2002 in India are analyzed using software ETABS by Dynamic analysis. All the analyses has been carried out as per the Indian Standard code books. This paper aims to Study the behaviour of high rise structure with dual system with Different Type of RC Shear Walls (C,Box,E,I and Plus shapes) under different type of soil condition with seismic loading. Estimation of structural response such as; storey displacements, storey stiffness, Lateral loads, Mode shape of shear wall, Time period and frequency is carried out. In dynamic analysis; Response Spectrum method is used. Keywords-- Dynamic Analysis; Soft; Medium &Hard Soil; Structural Response; RC Shear Walls; storey displacements; storey stiffness; Lateral loads; Mode shape of shear wall ; Time period and frequency; I. INTRODUCTION Shear Wall is a Structural Element used to Resist Lateral/Horizontal/Shear Forces Parallel to the Plane of the Wall By:  Cantilever Action For Slender Walls Where The Bending Deformation is Dominant.  Truss Action For Squat/Short Walls Where The Shear Deformation Is Dominant. Shear walls resist two types of forces: shear forces and uplift forces. Connections to the Structure above transfer horizontal forces to the shear wall. This transfer creates shear forces throughout the height of the wall between the top and bottom shear wall connections.