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@article{187926,
        author = {Yogita Anil Jain and Shekhar Milind Baviskar},
        title = {COMPARISON OF EARTHQUAKE RESISTING STRUCTURE USING DIFFERENT SHEAR WALL -REVIEWS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {8},
        pages = {5602-5604},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=187926},
        abstract = {Shear wall is a structural system composed of shear panels to counter the effects of lateral load acting on the structure. Wind Load and seismic loads are the most common loads for which the shear walls are designed for Resist. The basic function of shear wall is to increase the rigidity for lateral load resistance along with providing adequate stiffness and strength to the structure. Reinforced concrete shear wall provides a significant amount of strength and stiffness to the building in the direction of their orientation which considerably reduces lateral sway of the building.
A shear wall resists lateral Force. The diaphragm (D) shear walls and other vertical elements of the Earthquake force resisting system. Shear walls are generally rigid framed walls with shear wall panels, reinforced concrete walls.
The G+20 story structures are situated in earthquake zones III and IV will be considered for study. All frames are designed under same gravity loading. Response spectrum method is used for seismic analysis. ETABS software is used and the results are compared.
The results were obtained in the form of Earthquake story displacement, Story drift and Base shear.},
        keywords = {dumbbell shaped shear wall, response spectrum, story Drift etc.},
        month = {January},
        }