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@article{202404,
        author = {Mr. Imtiyaz Qureshi and Syed Khaleel},
        title = {ASSESSMENT OF SEISMIC RESPONSE OF TALL BUILDINGS USING SPECTRUM-COMPATIBLE ARTIFICIAL GROUND MOTION RECORDS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {12},
        pages = {8068-8076},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=202404},
        abstract = {Artificial ground motion records were generated using SeismoArtif by matching the target response spectra specified in Bureau of Indian Standards IS 1893 (Part 1):2016 for hard soil, medium soil, and soft soil conditions at 5% damping. The generated accelerograms were used as input ground motions for nonlinear time history analysis of the G+40 RCC outrigger structure modelled in ETABS. Nonlinear properties were assigned to structural components to capture realistic inelastic behaviour under severe seismic excitation. The study focuses on evaluating important seismic response parameters such as storey displacement, inter-storey drift, base shear, time period, stiffness variation, and overall dynamic response under different soil conditions.},
        keywords = {},
        month = {May},
        }