• Pranay Khandait
• Ayushman Singh Tanwar
• Ridhima Parwate
• Dr Mahesh Raut
• Vaishnavi Satpute,Rajashree Dupare

The study of Tuned Mass Damper for Smart Solutions to control Structural Vibrations is a crucial area of modern civil engineering, mainly concerned with reducing vibrations caused by changing loads, such as Seismic forces. The current research is essentially the use of Staad. Pro, a robust structural analysis and design software, is used to achieve the best Tuned Mass Damper systems for the stabilization of the building and the comfort of the occupants. Mainly, modal research is done by identifying the natural frequency and the mode of the structure being studied. The work of Staad. Pro is that it allows for a Tuned Mass Damper, which is one of the ways to ensure exact matching of the structure's dynamic properties. In the implementation process, the Tuned Mass Damper is being integrated into the structural framework, followed by experiments and performance evaluation. The findings are significant in terms of the amplitudes of the vibrations, which have been reduced a lot, and thus, the Tuned Mass Damper design is efficient. This not only accelerates the building's dynamic response but also its safety and duration. The research highlights the role of advanced computational tools in the design and construction of effective Tuned Mass Damper systems for modern high-rise structures.

Analysis, Tuned Mass Damper, Seismic Loads, Staad.Pro Analyzing of Loads.

"Tuned Mass Damper: Smart Solution to Control Structural Vibrations", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.12, Issue 11, page no.a770-a785, November-2025, Available :http://www.jetir.org/papers/JETIR2511090.pdf

"Tuned Mass Damper: Smart Solution to Control Structural Vibrations", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.12, Issue 11, page no. ppa770-a785, November-2025, Available at : http://www.jetir.org/papers/JETIR2511090.pdf