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@article{161615,
        author = {Mr. Prasad C. Wadkar and Prof. Dr. C.S. Patil and Prof. R.M. Desai},
        title = {Research Study on Evaluation of Lateral Stiffness of Different Forms Shear Walls Against Lateral Loadings for Steel Frames},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {10},
        number = {5},
        pages = {179-185},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=161615},
        abstract = {The capacity of the structure to withstand variations in seismic and wind loads is one of its most crucial features. Lateral stiffness has a significant impact on the sample's exposure to natural light. The primary seismic elements used in the seismic design of buildings are concrete slabs or shear walls. Wall panels can bear external loads and offer a strong support system. It is crucial to assess the wall's seismic reaction since the building's response is dependent on the seismic shear wall's characteristics. This work employed response spectrum analysis to assess the elastic stiffness factor, natural moment, and maximum central shear force of a two-dimensional steel frame under various lateral loading systems. In this study, seismic load analysis of a (G+15) storey steel structure in which shear walls with different functions were used was carried out.},
        keywords = {Stiffness, Steel Frame, Design Check, response spectrum, Time History, ETABS},
        month = {},
        }