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@article{178159,
        author = {MD ANWAR ULLAH ANSARI and MR IMTIYAZ QURESHI},
        title = {SEISMIC RESPONSE STUDY OF TALL BUILDING WITH COMBINED IRREGULARITIES},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {11},
        number = {12},
        pages = {3237-3243},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=178159},
        abstract = {The combined irregularities considered in this research encompass vertical mass irregularities, stiffness irregularities, and torsional irregularities, which are often encountered in real-world structures. The present work aims to demonstrate the effect of an outrigger system for regular and vertical irregular high-rise structures considering mass, stiffness, and geometric irregularity for outriggers and belt trusses with X and V topology placed at different stories. The building studied in this section is a 40-story Reinforced Concrete Special Moment Resisting Space frame designed for Gravity and Seismic Loads Using non-linear dynamic Analysis. The structure is evaluated in accordance with seismic code IS-1893:2016 using Non-linear time history analysis with the help of the ETABS version 2021 software (CSI Ltd) analysis engine},
        keywords = {Dynamic analysis, non-linear time history analysis, outriggers, and belt trusses with X and V topology, regular and vertical irregularity.},
        month = {May},
        }