Optimal design of a simplified tuned tandem mass damper for wind-induced vibration control of tall buildings DOI
Peng Huang, Yi Tang, Qinhua Wang

и другие.

Structures, Год журнала: 2024, Номер 71, С. 108015 - 108015

Опубликована: Дек. 16, 2024

Язык: Английский

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

Ning Yu,

Kai Yang, Zhangming Wu

и другие.

International Journal of Mechanical Sciences, Год журнала: 2024, Номер 267, С. 108973 - 108973

Опубликована: Янв. 2, 2024

Язык: Английский

Процитировано

24
Periodic additive acoustic black holes to absorb vibrations from plates DOI
Jie Deng, Xu Chen, Yi Yang

и другие.

International Journal of Mechanical Sciences, Год журнала: 2024, Номер 267, С. 108990 - 108990

Опубликована: Янв. 3, 2024

Язык: Английский

Процитировано

20
Vibration Control in Bolted Joints with Locally Resonant Metamaterials DOI

Min-Min Shen,

Ji-Hou Yang,

Dong-Shuo Yang

и другие.

International Journal of Mechanical Sciences, Год журнала: 2025, Номер unknown, С. 109999 - 109999

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

2
Hybrid analytical H-norm optimization approach for dynamic vibration absorbers DOI
Ning Su, Zhaoqing Chen, Yi Xia

и другие.

International Journal of Mechanical Sciences, Год журнала: 2023, Номер 264, С. 108796 - 108796

Опубликована: Окт. 10, 2023

Язык: Английский

Процитировано

29
Analytical design of non-grounded tuned mass-damper-inerter for base-excited structures DOI
Zhenchuan Li, Kun Xu, Zixiao Wang

и другие.

International Journal of Mechanical Sciences, Год журнала: 2024, Номер 276, С. 109394 - 109394

Опубликована: Май 16, 2024

Язык: Английский

Процитировано

10
Bowstring-type inerter negative stiffness damper for vibration control of slender towers DOI
Ning Su, Jing Bian, Zhaoqing Chen

и другие.

Engineering Structures, Год журнала: 2024, Номер 308, С. 118037 - 118037

Опубликована: Апрель 16, 2024

Язык: Английский

Процитировано

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

и другие.

Ocean Engineering, Год журнала: 2025, Номер 322, С. 120450 - 120450

Опубликована: Янв. 27, 2025

Язык: Английский

Процитировано

1
Comparative study between inerter and negative stiffness damped outrigger structures DOI
Zhihao Wang, Jingwen Zhang, Yuxiang Zhou

и другие.

International Journal of Mechanical Sciences, Год журнала: 2023, Номер 262, С. 108714 - 108714

Опубликована: Авг. 29, 2023

Язык: Английский

Процитировано

18
A force-restricted inerter damper for enhancing the resilience of seismically isolated structures DOI
Hongping Zhu, Zian Tang, Hao Luo

и другие.

Engineering Structures, Год журнала: 2024, Номер 313, С. 118268 - 118268

Опубликована: Май 28, 2024

Язык: Английский

Процитировано

7
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

и другие.

Earthquake Engineering & Structural Dynamics, Год журнала: 2024, Номер 53(12), С. 3820 - 3858

Опубликована: Июль 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.

Язык: Английский

Процитировано

6