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@article{202019,
        author = {Zohaib Mohd Khan and Waseem Malik},
        title = {Comparative Performance Analysis of Combined Structural Systems for a G+30 High-Rise Building Under Wind and Seismic Loads},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {12},
        pages = {5726-5731},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=202019},
        abstract = {The rapid growth of urban population and limited land availability in metropolitan cities have increased the demand for high-rise buildings. With increasing building height, lateral loads due to wind and earthquake become critical and significantly influence structural behaviour. This paper presents a comparative performance analysis of eight lateral load-resisting structural systems for a G+30 high-rise building located in Mumbai, Maharashtra, India. The building has a regular square plan of 30 m x 30 m and an approximate height of 101 m. Equivalent static analysis, response spectrum analysis, wind analysis and modal analysis are used to evaluate storey displacement, storey drift, base shear, natural time period and torsional irregularity. The results show that the conventional Moment Resisting Frame system gives the maximum displacement and drift, whereas the Core Wall with Diagrid Structural System gives the best overall performance with minimum displacement of 48 mm, minimum drift of 1.843 mm, lowest natural time period of 2.136 s and acceptable torsional behaviour.},
        keywords = {High-rise building, wind load, seismic load, lateral load-resisting system, storey displacement, storey drift, core wall, diagrid system.},
        month = {May},
        }