International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 08 Issue: 09 | Sep 2021 www.irjet.net p-ISSN: 2395-0072 © 2021, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1289 Structural Action of Monolithic Shear Wall on Various Structural Members of Building in Zone IV and V Manisha Jadhav 1 1 Manisha Jadhav , PG student, Department of Applied Mechanics, Government College of Engineering, Karad 2 Prof.U.L. Deshpande, Associate Professor, Dept of Applied Mechanics, Government College of Engineering, Karad., Maharashtra, India. ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract – Constructions made of shear walls are high in strength, they majorly resist the seismic force, wind forces and even can be built on soils of weak bases by adopting various ground improvement techniques. In the present thesis, a there is analysis of G+10 building without shear wall and other four G + 10 building models with different position of shear wall. The building is modeled in ETABs 2018 software, and analysis is carried out with additional live loads on slab under linear static analysis method. This project study the review of shear wall by dynamic analysis method i.e. response spectrum method in zone IV and V. A comparison is made between RCC building without shear wall and building with different position of shear wall. The design is performed in accordance with the specifications and standards set out by the IS code and national building regulation. By studying different position of shear wall it was concluded that Corner Shear wall with 50% opening enhances the strength of normal RCC building with increasing the maximum storey displacement, reducing in storey drift as well as storey shear. Key Words: Shear wall, storey displacement, storey shear, storey drift, storey stiffness, overturning moments etc 1.INTRODUCTION Because an earthquake causes the ground to shake, a building resting on it will suffer movement at its foundation. One of the current research areas is structural control, which tries to reduce structural vibration during loading such as earthquakes and severe winds. The purpose of the shear wall is to examine the various methods for securing tall constructions against the impact of heavy winds loading and seismic loading.The walls are structurally interwoven with the roofs and floors, as well as additional lateral walls that run across at right angles, giving the building structures three-dimensional solidity. The structural systems with shear walls are more stable. Because, in comparison to RCC framed buildings, their supporting area is significantly larger in relation to the entire plan area of the building. Shear walls are quick to build, and in a country like India, where shelter is critical in a short period of time, shear walls can be constructed swiftly. Shear walls have great in-plane stiffness and strength, allowing them to resist huge horizontal loads while also supporting gravity loads. In comparison to traditionally constructed brick constructions, the precision with which they are constructed is likewise very great. As a result, the primary goal of a shear wall is to construct a safe, tall, and attractive structure. This research aids in the investigation of wall strength and ductility. 1.1 Objective 1. To Study of different types of shear wall. 2. To Decide the position of shear wall. 3. To find out the response of structural members of building without shear wall in high seismic zone. 4. To find out the response of structural members of building with shear wall. 5. To compare the performance of both building 6. To find out the seismic characteristics of structure like storey drift, storey shear, base shear. 1.2 Methodology 1. Prepare software model on Etabs of G+10 RCC Symmetrical building. 2. Analysis conventional building model by using response spectrum method. 3. Decide appropriate location of shear wall in building. 4. Analysis and design building models with and without shear wall for seismic zones IV and V. 5. Compare results analytically by using Etabs. 1.3 Modelling Model 1: G + 10 RCC building without Shear Wall. Model 2: G +10 RCC building with corner shear wall and 50% opening. Model 3: G+ 10 RCC building with full periphery shear wall and 30% opening for door and windows. Model 4: G+10 RCC building with full periphery shear wall and 25% alternate opening for door and windows at two side of building.