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@article{178286,
        author = {SYED AZHAR UDDIN and MR WASEEM MALIK},
        title = {STUDY OF TUBE STRUCTURAL SYSTEM FOR HIGH RISE BUILDINGS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {11},
        number = {12},
        pages = {3581-3586},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=178286},
        abstract = {A tube – in tube structure comprises of a peripheral framed tube and a core tube interconnected by floor slabs. The entire building act as a huge tube with a smaller tube in middle of it. Lateral loads are shared between the inner and outer tubes. The concept of tubular structure is that the building can be designed to resist lateral loads by designing it like a hollow cantilever perpendicular to the ground. The present work aims at an objective demonstrating the effect of the vulnerability arising due to different predominant directions of vibration in each rectangular arm of irregularities structures as L,T, and Plus with tube in tube structure with varying positions . The building studied in this section is 30 and 50-storey 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 20 software (CSI Ltd) analysis engine},
        keywords = {irregularities, tube in tube structure, non -Linear Dynamic Analysis.},
        month = {May},
        }