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@article{178157,
        author = {SYED ABDUL BASITH and Mr Syed Khaleel Assistant Professor},
        title = {STRUCTURAL RESPONSE OF THE TALL BUILDING UNDER DYNAMIC WIND LOADING},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {11},
        number = {12},
        pages = {2616-2621},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=178157},
        abstract = {The tall buildings are designed primarily to serve the needs of the occupancy, and, in addition to satisfying structural safety, one of the dominant design requirements is to meet the necessary, standards for the comfort of the building users and the serviceability. The present work aims to demonstrate the performance of buildings at three different level steel structure are considered with Vb= 44 m/s, and The building studied in this work is a G+26, 42, 59, stories steel moment-resisting frame designed for gravity, and wind using IS 875-2005, and is studied using two different methods namely Gust factor method, and Rayleigh factor method. , and is studied using Etabs 2016 structural analysis software. In the study, the storey displacement, Storey, axial load, shear force, and bending moment of the structure were studied, and the results obtained were compared with those obtained from others},
        keywords = {Tall Building, Skyscraper, Wind, Wind Excitation, gust factor method, Rayleigh factor method},
        month = {May},
        }