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Incalculable elevated structure has been built everywhere on over the world and the number is expanding step by step. This isn't just because of worried over high thickness of populace in the urban communities, business zones and space sparing yet additionally to build up land marks. As the seismic burden following up on a structure is a component of oneself load of the structure these structures are made similarly light and adaptable which have moderately low common damping, and in this manner the structures become more vibration inclined under wind and tremor stacking. To guarantee the useful execution of tall structures, different plan adjustments are conceivable, extending from elective basic frameworks to the use of inactive and dynamic control gadgets. This paper presents an outline of cutting-edge measures to lessen basic reaction of tall structures, including a conversation of assistant damping gadgets for moderating the seismic tremor and wind-initiated movement of structures. To guarantee the useful execution of tall structures, different plan adjustments are conceivable, running from elective auxiliary frameworks to the use of aloof and dynamic control gadgets. Latent tuned mass damper (TMD) is broadly used to control auxiliary vibration under wind load yet its viability to lessen tremor-initiated vibration is a developing procedure. Here an investigative examination is proposed to contemplate the adequacy of TMD to decrease auxiliary vibration in Tall Buildings. For this examination a 60m tall structure having 15 stories with a square arrangement of 20x20m has been displayed. The viability of single TMD to lessen basic vibrations, is read for a variety of TMD mass proportion

Behaviour of Tall Buildings using Tuned Mass Dampers