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ISSN: 2582-8266 (Online)  || UGC Compliant Journal || Google Indexed || Impact Factor: 9.48 || Crossref DOI

Fast Publication within 2 days || Low Article Processing charges || Peer reviewed and Referred Journal

Research and review articles are invited for publication in Volume 18, Issue 2 (February 2026).... Submit articles

Action of liquid tune mass dampers and base isolation in high rise buildings

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  • Action of liquid tune mass dampers and base isolation in high rise buildings

Samina M Kazi, Digvijay Ingole, Vijay Shivaji Shingade, Sonal Vaibhav Shelar and Vaibhav Vilas Shelar *

Department of Civil Engineering, Trinity College of Engineering and Research, Pune, India.

Research Article
 
World Journal of Advanced Engineering Technology and Sciences, 2024, 13(01), 584–608.
Article DOI: 10.30574/wjaets.2024.13.1.0434
DOI url: https://doi.org/10.30574/wjaets.2024.13.1.0434

Received on 11 August 2024; revised on 22 September 2024; accepted on 24 September 2024

In areas where earthquakes are common, high-rise structure seismic resistance is a major concern. The purpose of this research is to determine whether base isolation and liquid tuned mass dampers (LTMDs) can improve tall building seismic performance. A symmetrical G+8 story RCC structure in Zone V with medium grade soil is analyzed using ETABS software, Response Spectrum Analysis, and Equivalent Static Analysis to see how the structure behaves under different load combinations. For various structural configure rations, including basic models, models with water tanks, and models with base isolation, key factors such joint displacement, storey drift, base shear, and time period are evaluated. The results show that as compared to baseline models, models with damping and isolation systems exhibit much lower joint displacements, base shear forces, and story drift. In particular, base isolation models perform better in terms of reducing structural deformations and resisting lateral forces. Furthermore, shorter time periods and higher frequencies are routinely observed in base isolated models, suggesting enhanced dynamic response and energy dissipation capabilities. The paper also covers the flexibility and benefits of using LTMDs and base isolation to reduce seismic threats. Buildings can be successfully separated from ground motion by base isolation systems, and dynamic response can be countered by LTMDs using regulated liquid sloshing. The attraction of LTMDs in improving overall stability is increased by their adaptability in minimizing torsional and lateral vibrations. The study concludes by emphasizing how crucial it is to use cutting-edge structural retrofitting methods, including base isolation and LTMDs, to improve the seismic resistance of high-rise structures. In earthquake-prone areas, engineers and legislators may proactively protect tall buildings and guarantee a safer, more robust built environment by incorporating these technologies into construction standards and design procedures.

Base isolation; Liquid tuned mass dampers (LTMDs); High-rise buildings; Seismic resilience; Structural retrofitting; Joint displacement; Storey drift; etc

https://wjaets.com/sites/default/files/fulltext_pdf/WJAETS-2024-0434.pdf

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Samina M Kazi, Digvijay Ingole, Vijay Shivaji Shingade, Sonal Vaibhav Shelar and Vaibhav Vilas Shelar. Action of liquid tune mass dampers and base isolation in high rise buildings. World Journal of Advanced Engineering Technology and Sciences, 2024, 13(01), 584–608. Article DOI: https://doi.org/10.30574/wjaets.2024.13.1.0434

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