An inerter-enhanced piezoelectric tuned mass damper for integrated structural vibration mitigation and energy harvesting

This study proposes an inerter-enhanced piezoelectric tuned mass damper (IEP-TMD) for integrated structural vibration mitigation and vibration energy harvesting under lightweight installation conditions. The proposed device combines a tuned oscillator, an inerter, and a piezoelectric transduction path. The inerter amplifies the apparent inertia of the auxiliary branch and enhances vibration-energy transfer from the primary structure, while the piezoelectric element converts part of the transferred mechanical energy into electrical power. An electromechanically coupled model of the controlled structure equipped with the IEP-TMD is established under base excitation, and the frequency response functions, stationary random responses, and power balance relationships are analytically derived. Based on these formulations, a dual-objective optimization framework is developed to minimize the structural kinetic energy and maximize the harvested electrical power. The results show that the inerter modifies the input-energy mechanism through apparent inertia amplification, whereas the piezoelectric transduction path redistributes the transferred vibration energy and introduces frequency-dependent equivalent stiffness and damping. Comparative analyses demonstrate that the proposed IEP-TMD achieves better vibration mitigation and energy harvesting performance than conventional TMD, TMDI, and PE-TMD systems under the same physical mass condition. Across eight selected earthquake records, the IEP-TMD reduces the average RMS displacement response of the primary structure by approximately 44% compared with the uncontrolled structure. Compared with the PE-TMD, the average RMS relative displacement of the absorber is reduced by approximately 84%, while the average harvested power is increased by approximately 79%. These results indicate that the proposed IEP-TMD provides an effective and compact solution for lightweight structural vibration mitigation and structural monitoring powered by harvested vibration energy.

Authors

Institutions

Publication Details

Journal
Structures
Published
2026-09-16
DOI
https://doi.org/10.1016/j.istruc.2026.113049
Primary Topic
Vibration Control and Rheological Fluids
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
article

An inerter-enhanced piezoelectric tuned mass damper for integrated structural vibration mitigation and energy harvesting

Qiyuan Zhu, Hongjun Xiang
Structures
Vibration Control and Rheological Fluids
article

An inerter-enhanced piezoelectric tuned mass damper for integrated structural vibration mitigation and energy harvesting

Qiyuan Zhu, Hongjun Xiang
article en

Abstract

This study proposes an inerter-enhanced piezoelectric tuned mass damper (IEP-TMD) for integrated structural vibration mitigation and vibration energy harvesting under lightweight installation conditions. The proposed device combines a tuned oscillator, an inerter, and a piezoelectric transduction path. The inerter amplifies the apparent inertia of the auxiliary branch and enhances vibration-energy transfer from the primary structure, while the piezoelectric element converts part of the transferred mechanical energy into electrical power. An electromechanically coupled model of the controlled structure equipped with the IEP-TMD is established under base excitation, and the frequency response functions, stationary random responses, and power balance relationships are analytically derived. Based on these formulations, a dual-objective optimization framework is developed to minimize the structural kinetic energy and maximize the harvested electrical power. The results show that the inerter modifies the input-energy mechanism through apparent inertia amplification, whereas the piezoelectric transduction path redistributes the transferred vibration energy and introduces frequency-dependent equivalent stiffness and damping. Comparative analyses demonstrate that the proposed IEP-TMD achieves better vibration mitigation and energy harvesting performance than conventional TMD, TMDI, and PE-TMD systems under the same physical mass condition. Across eight selected earthquake records, the IEP-TMD reduces the average RMS displacement response of the primary structure by approximately 44% compared with the uncontrolled structure. Compared with the PE-TMD, the average RMS relative displacement of the absorber is reduced by approximately 84%, while the average harvested power is increased by approximately 79%. These results indicate that the proposed IEP-TMD provides an effective and compact solution for lightweight structural vibration mitigation and structural monitoring powered by harvested vibration energy.

StructuresVol. 93
Beijing Jiaotong University (CN)
National Natural Science Foundation of China, National University's Basic Research Foundation of China
Affordable and clean energy
Openalex Percentile: Top 17%
Vibration Control and Rheological Fluids
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.