Paper Contents
Abstract
TLCDs offer a promising solution for reducing structural vibrations induced by seismic events. This research aims to explore the effectiveness of TLCDs in enhancing the resilience of high-rise structures subjected to seismic loading. The study employs a combination of theoretical analysis, numerical simulations, and experimental validation to investigate the performance of TLCDs in reducing structural responses to seismic forces. By examining the dynamic behavior of high-rise buildings with and without TLCDs, the research aims to provide insights into the design and implementation of TLCD systems for seismic mitigation. The findings of this study contribute to advancing our understanding of structural resilience strategies and inform future developments in earthquake engineering and building design practices.
Copyright
Copyright © 2025 Gaurav Singh. This is an open access article distributed under the Creative Commons Attribution License.
