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@article{207314,
        author = {Dr. Vijay Kumar Halakatti and Mohd Feroz},
        title = {COMPARATIVE STUDY ON STRUCTURAL INTEGRITY OF HIGH-RISE BUILDINGS WITH COMPOSITE COLUMNS SYSTEM ON SLOPING GROUND UNDER SEISMIC LOADS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {13},
        number = {3},
        pages = {309-316},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=207314},
        abstract = {The seismic behaviour of a thirty-story high-rise building with four distinct column systems—conventional Reinforced Concrete (RC) columns, Concrete-Filled Steel Box (CFSB) tube sections, Double-Skinned Concrete-Filled Steel Tubular (DSCFT) columns, and Rectangular Encased Composite (REC) columns—is investigated in this study. The structure was constructed on a sloping site with slopes between 5° and 25°. Nonlinear dynamic time-history investigations were carried out using ground motion data to evaluate the effects of column type and slope angle on key structural properties like story displacement, inter-story drift, fundamental time period, and overall stiffness. The results demonstrate that composite column systems, particularly DSCFT and REC, significantly improve the structural performance of structures on inclined terrain.},
        keywords = {},
        month = {August},
        }