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@article{184581,
        author = {Priyanka A. Bagade and P. R. Barbude and S. A. Rasal},
        title = {Performance Based Analysis and Design of Frame Shear Wall},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {12},
        number = {4},
        pages = {2046-2054},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=184581},
        abstract = {Performance-based design aims to control structural damage during earthquakes by accurately estimating how buildings will respond to seismic forces. It is an iterative and detailed process that ensures both code requirements and desired performance levels are met. This study uses nonlinear pushover analysis to evaluate the seismic performance of reinforced concrete (RC) moment- resisting frame buildings. Buildings with G+4, G+6, and G+8 storeys were initially designed according to IS 456:2000 and analyzed using SAP2000. Redesign was done by adjusting the sizes and reinforcement of beams and columns to improve performance. The process includes selecting performance objectives, creating a preliminary design, checking if it meets the objectives, and making necessary changes until the desired performance is achieved. The study identifies the most effective and economical reinforcement combinations that reduce structural damage and allow the building to remain functional after an earthquake, showing how performance-based design can improve safety and resilience.},
        keywords = {Performance based Design, finite element analysis, non-linear Pushover Analysis, high rise building.},
        month = {September},
        }