Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review

Yang, Fan; Sedaghati, Ramin; Esmailzadeh, Ebrahim

doi:10.1177/1077546320984305

Cited by 132 publications

(46 citation statements)

References 222 publications

(342 reference statements)

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The optimal performance of the proposed flexible vibration absorber occurs when the complete system describes dominantly linear behavior around its nominal operating conditions or maximal allowable deflections. This assumption was established in Equation (12), which implies the application of a linear operator; in this specific case, the Laplace transform. Even though the absorber had a nonlinear model, it was considered to behave as a linear system in spite of the nonlinear phenomena as established in Equations ( 8) and (9).…”

Section: Quantification and Detection Of Nonlinear Behaviormentioning

confidence: 99%

“…In structural engineering, the most widely used application of a passive vibration absorption scheme is the attenuation of the dynamic response for a building structure, where the high-percentage attenuation of the amplitude of vibration in the main system can be achieved by using a TMD in mass-spring damper or pendulum configurations [11][12][13]. In this context, several works have been developed from a theoretical and experimental point of view, mainly to attenuate the oscillations of the host structure because of seismic and wind-induced loads.…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Oscillation Attenuation in a Building-like Structure by Using a Flexible Vibration Absorber

et al. 2022

View full text Add to dashboard Cite

This is a theoretical, numerical, and experimental study on the vibration attenuation capability of the dynamic response of a building-like structure using a dynamic vibration absorber in cantilever flexible beam configuration, taking into account gravitational effects associated with its mass. The dynamic model of the primary vibrating structure with the passive vibration control device is obtained using the Euler–Lagrange formulation considering the flexible vibration absorber as a generalized system of one degree of freedom. The application of the Hilbert transform to the frequency response function to determine the tuning conditions between this nonlinear flexible beam vibration absorber and the primary system is also proposed. In this fashion, Hilbert transform analysis is then carried out to show that nonlinearities present in the dynamic model do not significantly contribute to the performance of the implemented absorber. Therefore, it is valid to linearize the equations of motion to obtain the tuning condition in which the flexible vibration absorber can attenuate undesirable harmonic vibrations that are disturbing to the building-like flexible structure. Thus, the present study shows that the Hilbert transform can be applied to obtain tuning conditions for other configurations of dynamic vibration absorbers in nonlinear vibrating systems. Simulation and experimental results are included to demonstrate the efficient performance of the presented vibration absorption scheme.

show abstract

Section: Quantification and Detection Of Nonlinear Behaviormentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Oscillation Attenuation in a Building-like Structure by Using a Flexible Vibration Absorber

et al. 2022

View full text Add to dashboard Cite

show abstract

“…It should be noted that the two main optimization approaches commonly adopted in the optimal design of the classical TMD or its modifications are: (i) the gradient based optimization method, such as Broyden-Fletcher-Goldfarb-Shanno (BFGS) quasi-Newton method; and (ii) the global optimization methods such as particle swarm optimization (PSO) algorithms [29].…”

Section: Optimum Design Of the Control Devicesmentioning

confidence: 99%

Inerter-Connected Double Tuned Mass Damper for Passive Control of Buildings under Seismic Excitation

Jalali

Farzam

2022

Period. Polytech. Civil Eng.

View full text Add to dashboard Cite

In current work the Inerter-Connected Double Tuned Mass Damper (ICDTMD) is employed for structural control of a well-recognized benchmark 10-story linear shear building. The ICDTMD is introduced to overcome the practical limitations of the roof-top tuned mass damper inerter (TMDI), in which the second terminal of the inerter is connected to the lower floors of the building. To this end, a modification of the double tuned mass damper (DTMD) with a linking inerter is proposed to not only exploit the promising features of inerter but also surmount the architectural interference of the effective TMDI configurations. The TMDs free parameters are optimized using particle swarm optimization algorithm (PSO) for two different single objective functions, i.e., the H∞ norms of roof displacement and story drifts were minimized for robust tuning. To evaluate the robustness of the optimal damper, its performance was compared to a traditional roof-top single tuned mass damper (STMD) and DTMD in both frequency and time domains (time history analysis for four far- and near-field records) for different preselected mass and inertance ratios. The performance indices in the time domain were selected as the maximum story drifts, story acceleration and shear. Results show that the rooftop ICDTMD, unlike the rooftop TMDI, provides a similar level of response reduction as STMD, while being more reliable due to redundancy. In addition, the ICDTMD exhibits a similar level of response reduction as the DTMD with significantly smaller optimized spring stiffness.

show abstract

“…A large number of studies have been conducted to optimise the design parameters, and hence maximise the performance of vibration absorbers. Although the design concept of a TMD was developed decades ago, its simplicity and effectiveness have made it one of the most popular passive vibration methods to suppress structural vibration [21].…”

Section: Introductionmentioning

confidence: 99%

“…In the vast majority of papers, the structure-absorber system is still treated as a system with two degrees of freedom (2DOF). The optimal design of an absorber is not a new topic, and the optimal methodologies and parameters of the optimal DVA or TMD system for SDOF main structures subjected to different loading conditions have been verified by several researchers since the 1960s [21].…”

Section: Introductionmentioning

confidence: 99%

Optimisation of absorber parameters in the case of stochastic vibrations in a bridge with a deck platform for servicing pipelines

Grosel

Podwórna

2021

Studia Geotechnica Et Mechanica

View full text Add to dashboard Cite

The paper focuses on the problem of optimising the cooperation between a dynamic vibration absorber (DVA) and a structure. The authors analyse a road beam bridge equipped with a working platform (deck) used to service pipelines installed on the structure. The paper studies the problem of choosing the optimal parameters for damping absorbers that reduce the random vibration of a beam subjected to a random sequence of moving forces with a constant velocity. The stochastic properties of the load are modelled by means of a filtering Poisson process. A single-degree-of-freedom (SDOF) absorber model with a multi-degree-of-freedom (MDOF) primary structure model are is considered.

show abstract

Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review

Cited by 132 publications

References 222 publications

Oscillation Attenuation in a Building-like Structure by Using a Flexible Vibration Absorber

Oscillation Attenuation in a Building-like Structure by Using a Flexible Vibration Absorber

Inerter-Connected Double Tuned Mass Damper for Passive Control of Buildings under Seismic Excitation

Optimisation of absorber parameters in the case of stochastic vibrations in a bridge with a deck platform for servicing pipelines

Contact Info

Product

Resources

About