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@article{164600,
        author = {Aaliya Sheikh and Dr.S A Hussian  and Ritik Bhaisare  and Ayanuddin Sheikh  and Tanushree Sahare and Harris Khan },
        title = {Wind analysis of high rise building with shear wall},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {10},
        number = {12},
        pages = {1888-1893},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=164600},
        abstract = {In present era, development of tall buildings preferred due to scarcity of space. This scarcity has led to the vertical construction growth of low rise, medium rise, tall buildings. These buildings general used RCC framed structures subjected to vertical as well as horizontal loads. But for the buildings taller than 15 to 20 stories this system is not adequate because it does not provide the required lateral stiffness. By providing shear wall at suitable locations the required stiffness can be provided. This paper focuses on the study of the effect of wind load  on G+13 storey RCC building with shear wall provided.},
        keywords = {Seismic; analysis; wind; multi-storey; shear wall; STAAD Pro},
        month = {},
        }