Vibration suppression of cables using tuned inerter dampers

Lazar, Irina; Neild, Simon A; Wagg, DJ

doi:10.1016/j.engstruct.2016.04.017

Cited by 226 publications

(121 citation statements)

References 20 publications

Supporting

Mentioning

120

Contrasting

Unclassified

Order By: Relevance

“…An appealing property of inerters is that they can be designed and realized in practice having their inertance significantly larger than their mass [1,2]. This opens many interesting possibilities so that many authors reported on how to design and use inerters to suppress mechanical vibrations [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20].…”

Section: Introductionmentioning

confidence: 99%

“…Consequently a number of new concepts have arisen. These include tuned inerter damper (TID), tuned mass-damper-inerter (TMDI), and inerter-based dynamic vibration absorber (IDVA) [15][16][17][18][19]. Various applications have been considered using tuned inerter dampers including vibration reduction of cables in cable-stayed bridges [15,16].…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

An inerter-based active vibration isolation system

et al. 2018

View full text Add to dashboard Cite

Abstract. This paper presents a theoretical study on passive and active vibration isolation schemes using inerter elements in a two degree of freedom (DOF) mechanical system. The aim of the work is to discuss basic capabilities and limitations of the vibration control systems at hand using simple and physically transparent models. Broad frequency band dynamic excitation of the source DOF is assumed. The purpose of the isolator system is to prevent vibration transmission to the receiving DOF. The frequency averaged kinetic energy of the receiving mass is used as the metric for vibration isolation quality. It is shown that the use of inerter in the passive and active vibration isolation schemes considered enhances the isolation effect.

show abstract

Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

An inerter-based active vibration isolation system

et al. 2018

View full text Add to dashboard Cite

show abstract

“…Moreover, an inertia-based passive control based on a gyro-mass-damper using gear assemblies was also studied as a type of supplemental damper [31] and as a base isolation system [32]. Lazar et al [33,34] proposed an inerter-based system with a configuration similar to that of a TMD, which is termed as tuned inerter damper (TID) and developed an analytical tuning rule of a TID based on the Den Hartog's method. Marian and Giaralis [35] also proposed the concept of tuned mass-damper-inerter (TMDI) to mitigate the oscillatory motion of support systems which are stochastically excited.…”

Section: Introductionmentioning

confidence: 99%

Wind Induced Vibration Control and Energy Harvesting of Electromagnetic Resonant Shunt Tuned Mass-Damper-Inerter for Building Structures

Luo

Sun

Wang

et al. 2017

Shock and Vibration

View full text Add to dashboard Cite

This paper proposes a novel inerter-based dynamic vibration absorber, namely, electromagnetic resonant shunt tuned massdamper-inerter (ERS-TMDI). To obtain the performances of the ERS-TMDI, the combined ERS-TMDI and a single degree of freedom system are introduced. 2 criteria performances of the ERS-TMDI are introduced in comparison with the classical tuned mass-damper (TMD), the electromagnetic resonant shunt series TMDs (ERS-TMDs), and series-type double-mass TMDs with the aim to minimize structure damage and simultaneously harvest energy under random wind excitation. The closed form solutions, including the mechanical tuning ratio, the electrical damping ratio, the electrical tuning ratio, and the electromagnetic mechanical coupling coefficient, are obtained. It is shown that the ERS-TMDI is superior to the classical TMD, ERS-TMDs, and series-type double-mass TMDs systems for protection from structure damage. Meanwhile, in the time domain, a case study of Taipei 101 tower is presented to demonstrate the dual functions of vibration suppression and energy harvesting based on the simulation fluctuating wind series, which is generated by the inverse fast Fourier transform method. The effectiveness and robustness of ERS-TMDI in the frequency and time domain are illustrated.

show abstract

“…A type of electromagnetic inertial mass damper using a ball screw mechanism and a motor was presented to control the vibration of structures subjected to earthquakes in [22]. Lazar, et al [23,24] proposed an inerter-based system with a configuration similar to that of a TMD, which is termed as tuned…”

Section: Introductionmentioning

confidence: 99%

Seismic control of a SDOF structure through electromagnetic resonant shunt tuned mass-damper-inerter and the exact H2 optimal solutions

Sun¹,

Luo²,

Wang³

et al. 2017

J. vibroeng.

View full text Add to dashboard Cite

Abstract. This paper proposes a novel inerter-based component dynamic vibration absorber, namely, electromagnetic resonant shunt tuned mass-damper-inerter (ERS-TMDI). To analyze the performances of the ERS-TMDI, the combined ERS-TMDI and a single degree of freedom system are developed. The norm performances of the ERS-TMDI, whose aim is to minimize the root mean square (RMS) value of structure damage under random ground acceleration excitation, are introduced in comparison with the energy-harvesting series electromagnetic tuned mass dampers (ERS-TMDs), tuned mass-damper-inerter (TMDI) and the classical tuned mass damper (TMD). The closed-form solutions, including the optimal mechanical tuning ratio, the optimal electrical damping ratio, the optimal electrical tuning ratio and the optimal electromagnetic mechanical coupling coefficient, are obtained. It is shown that the ERS-TMDI is superior to both the classical TMD and the ERS-TMD systems for protection from structure damage. Specifically, from the frequency-domain analyses, a case study is performed to illustrate the effectiveness, robustness of the ERS-TMDI and the sensitivity to the parameter changes. From the time-domain analyses, four types of earthquakes are studied to demonstrate the performances of vibration suppression.

show abstract

Vibration suppression of cables using tuned inerter dampers

Cited by 226 publications

References 20 publications

An inerter-based active vibration isolation system

An inerter-based active vibration isolation system

Wind Induced Vibration Control and Energy Harvesting of Electromagnetic Resonant Shunt Tuned Mass-Damper-Inerter for Building Structures

Seismic control of a SDOF structure through electromagnetic resonant shunt tuned mass-damper-inerter and the exact H2 optimal solutions

Contact Info

Product

Resources

About