Application of Tuned Mass Damper to Mitigate the Vibration of the Structure
Divyanshu Dev1, Rohit Ralli2, Shobha Ram3

1Divyanshu Dev, M. Tech Scholer, Department of Civil Engineering, Gautam Buddha University, Greater Noida (Uttar Pradesh), India.

2Rohit Ralli, Assistant Professor, Department of Civil Engineering, Gautam Buddha University, Greater Noida (Uttar Pradesh), India.

3Shobha Ram, Assistant Professor, Department of Civil Engineering, Gautam Buddha University, Greater Noida (Uttar Pradesh), India. 

Manuscript received on 01 April 2024 | Revised Manuscript received on 10 May 2024 | Manuscript Accepted on 15 May 2024 | Manuscript published on 30 May 2024 | PP: 1-5 | Volume-4 Issue-1, May 2024 | Retrieval Number: 100.1/ijse.A131904021124 | DOI: 10.54105/ijse.A1319.04010524

Open Access | Editorial and Publishing Policies | Cite | Zenodo | OJS |  Indexing and Abstracting
© The Authors. Published by Lattice Science Publication (LSP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: A Structural Engineer’s principal responsibility is structural design. The design of essential building elements and components is the fundamental principle of structural engineering. The multistory structures are made to save money by expanding the building’s floor size without expanding the surrounding land area. Low absorption value, lightweight, flexible, and higher buildings are the result of recent construction trends. During the vibrations the possibility of failure and problems with serviceability will be raised . Tuned mass dampers, or TMDs, have popular device for reducing these lateral vibrations during the earthquake and wind load . The present research uses a Response Spectrum Analysis of a realistic building model with TMD and without TMDs to assess the efficacy of TMDs in vibration management. Important Parameters such base shear, storey drift, maximum displacement, etc were examined. The results show that When actual earthquakes occur in buildings with TMD, there is a noticeable decrease in displacement and Storey Drift,etc values. Buildings that use TMD is better able to withstand the effects of earthquakes.

Keywords: TMD, SPM, Etabs, Important Parameters
Scope of the Article: Structural Analysis