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@article{177684,
        author = {Mohd Zahid and Daljeet Pal Singh},
        title = {SEISMIC ANALYSIS OF RESIDENTIAL BUILDING WITH AND WITHOUT BRACINGS (G+5) BY USING STAAD PRO},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {11},
        number = {12},
        pages = {1425-1429},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=177684},
        abstract = {The behavior of the G+5 multi-storey building of regular and irregular design under earthquake is complicated, and a variety of wind loads are assumed to act consecutively with earthquake loads. In this paper a building of G+5 multi story building is studied for earthquake and wind load using STAAD PRO V8i. For performing dynamic analysis, a material having linear static property as assumed. These analyses are carried out by considering different seismic zones, and for each zone, the behavior assesses by taking the medium soil. After doing this study it has come to light that base shear is the greatest at the lowest floor and story shear is the greatest at the top floor and these values increases with the increase in zone factor(varies with the type of soil considered).},
        keywords = {dynamic analysis, earthquake, multi-storey building, seismic zones, STAAD PRO.},
        month = {May},
        }