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@article{146376,
        author = {Ambreshwar and Mahesh D and Nithinchary  and Satish Baag and Sachin },
        title = {Study of Shear Walls in Different Locations of Multi-storied Building with Uniform Thickness in Seismic Zone III },
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {4},
        number = {12},
        pages = {393-402},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=146376},
        abstract = {In the seismic design of buildings, reinforced concrete structure walls, or shear walls, act as a major earthquake resisting members. Structural walls provide a resistance against the lateral loads system. The properties of these seismic shear walls dominate the response of the building, it is important to evaluate the seismic response of the walls appropriately.  In this project we are considering 5x5 bay plan with G+14 storey height of building to be constructed in zone III by providing shear walls of uniform thickness (200mm) in various locations of buildings. “Linear equivalent static method” analysis of the building is done using ETABs 2015. In this present study, main focus is to determine the solution for shear wall location in multi storey building. Effectiveness of shear wall has been studied with the help of five different models. Model-I is bare frame structural system and other four models are dual type structural system. An earthquake load is applied to a building of 15 stories located in zone III. The building act as a vertical cantilever in the form of separate planner walls.},
        keywords = {Location of Shear wall, ETABS, Earthquake resistant structure, Equivalent Static analysis},
        month = {},
        }