Gardado en:
| Main Authors: | , , |
|---|---|
| Formato: | Recurso digital |
| Idioma: | inglés |
| Publicado: |
Zenodo
2026
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| Subjects: | |
| Acceso en liña: | https://doi.org/10.5281/zenodo.20160698 |
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Table of Contents:
- <p class="MsoNoSpacing"><strong><span>Abstract: </span></strong><span>The rapid growth of urbanization and the increasing demand for tall, slender, and lightweight structures have significantly intensified vibration-related serviceability and safety concerns in civil engineering. Modern structures, designed with reduced mass and stiffness for economic and functional efficiency, inherently possess low damping characteristics, making them highly susceptible to excessive vibrations induced by wind, earthquakes, machinery, and human activities. Among various vibration mitigation techniques, tuned mass dampers (TMDs) have emerged as one of the most reliable and widely adopted passive control devices due to their simplicity, effectiveness, and ease of implementation. This review paper presents a comprehensive synthesis of experimental, numerical, and analytical research developments related to the application of tuned mass dampers and their advanced variants, including multiple TMDs, adaptive TMDs, variable stiffness TMDs, and tuned mass damper inerter (TMDI) systems. The paper critically examines the performance of these systems in controlling vibrations of frame structures, bridges, and floor systems under seismic, wind, and human-induced excitations. Furthermore, the review highlights the limitations of existing studies and identifies key research gaps that necessitate further investigation to enhance the robustness, adaptability, and real-world applicability of TMD-based vibration control systems.</span></p> <p class="MsoNoSpacing"><strong><span> </span></strong></p> <p class="MsoNoSpacing"> </p>