Analytical optimization of the rotational inertia double tuned mass damper for structures under random excitation DOI
Yifan Luo, Hongxin Sun, Zili Zhang

et al.

Structures, Journal Year: 2024, Volume and Issue: 69, P. 107462 - 107462

Published: Oct. 13, 2024

Language: Английский

Low-frequency vibration absorption of magnetic quasi-zero-stiffness structures with lever mechanism DOI

Ning Yu,

Kai Yang, Zhangming Wu

et al.

International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 267, P. 108973 - 108973

Published: Jan. 2, 2024

Language: Английский

Citations

24

Periodic additive acoustic black holes to absorb vibrations from plates DOI
Jie Deng, Xu Chen, Yi Yang

et al.

International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 267, P. 108990 - 108990

Published: Jan. 3, 2024

Language: Английский

Citations

20

Vibration Control in Bolted Joints with Locally Resonant Metamaterials DOI

Min-Min Shen,

Ji-Hou Yang,

Dong-Shuo Yang

et al.

International Journal of Mechanical Sciences, Journal Year: 2025, Volume and Issue: unknown, P. 109999 - 109999

Published: Jan. 1, 2025

Language: Английский

Citations

2

Hybrid analytical H-norm optimization approach for dynamic vibration absorbers DOI
Ning Su, Zhaoqing Chen, Yi Xia

et al.

International Journal of Mechanical Sciences, Journal Year: 2023, Volume and Issue: 264, P. 108796 - 108796

Published: Oct. 10, 2023

Language: Английский

Citations

28

Analytical design of non-grounded tuned mass-damper-inerter for base-excited structures DOI
Zhenchuan Li, Kun Xu, Zixiao Wang

et al.

International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 276, P. 109394 - 109394

Published: May 16, 2024

Language: Английский

Citations

10

Bowstring-type inerter negative stiffness damper for vibration control of slender towers DOI
Ning Su, Jing Bian, Zhaoqing Chen

et al.

Engineering Structures, Journal Year: 2024, Volume and Issue: 308, P. 118037 - 118037

Published: April 16, 2024

Language: Английский

Citations

9

Multi-dimensional vibration control for offshore floating platform synergizing built-in wave energy converter with decoupled power take-offs DOI
Yongxing Zhang, Zhicong Huang, Jing Bian

et al.

Ocean Engineering, Journal Year: 2025, Volume and Issue: 322, P. 120450 - 120450

Published: Jan. 27, 2025

Language: Английский

Citations

1

Comparative study between inerter and negative stiffness damped outrigger structures DOI
Zhihao Wang, Jingwen Zhang, Yuxiang Zhou

et al.

International Journal of Mechanical Sciences, Journal Year: 2023, Volume and Issue: 262, P. 108714 - 108714

Published: Aug. 29, 2023

Language: Английский

Citations

17

A force-restricted inerter damper for enhancing the resilience of seismically isolated structures DOI
Hongping Zhu, Zian Tang, Hao Luo

et al.

Engineering Structures, Journal Year: 2024, Volume and Issue: 313, P. 118268 - 118268

Published: May 28, 2024

Language: Английский

Citations

6

Concise analytical solutions to negative‐stiffness inerter‐based DVAs for seismic and wind hazards considering multi‐target responses DOI
Ning Su, Zhaoqing Chen, Cong Zeng

et al.

Earthquake Engineering & Structural Dynamics, Journal Year: 2024, Volume and Issue: 53(12), P. 3820 - 3858

Published: July 26, 2024

Abstract Practical engineering structures are subjected to hazardous seismic‐ and wind‐ induced vibrations during their lifetime. They should be designed based on capacity serviceability targets. Similarly, the design of dynamic vibration absorbers (DVAs) also meet multiple requirements. However, most current analytical approaches a single‐target response may lead cumbersome expressions for complicated scenarios. To address these issues, concise solutions negative‐stiffness inerter‐based DVAs proposed in this paper. Firstly, generic optimization approach H ‐norm considering different targets displacement, velocity, acceleration, transmissibility, is established. Subsequently, derived Taylor's expansion by ignoring higher‐order items equivalent mass ratio. Finally, application scope effectiveness discussed. Consequently, resulting proved located close pareto fronts multi‐target results. have shown superior performances than conventional controlling structural indicators practical five‐story steel frame case under wind seismic hazards. Conclusively, simple expression reveal excellent performances, which can provide guidance insights optimal DVAs.

Language: Английский

Citations

6