Vibration control of railway bridges: A bibliometric study and comprehensive review

S Panda, A Banerjee, B Manna - Structures, 2024 - Elsevier
The dynamic interaction between trains, tracks, and bridges is a critical consideration in
railway engineering, particularly for designing efficient railway bridges. This interaction …

Vibration control of beam-model using tuned inerter enhanced TMD

X Bai, Q Liang, L Huo - Journal of Sound and Vibration, 2021 - Elsevier
Two vibration control devices using the tuned inerter enhanced TMD are introduced to
suppress the vibration of Euler–Bernoulli beam-model in this paper. The two tuned inerter …

Decentralized semi-active damping of free structural vibrations by means of structural nodes with an on/off ability to transmit moments

B Poplawski, G Mikułowski, A Mroz… - Mechanical Systems and …, 2018 - Elsevier
This paper proposes, tests numerically and verifies experimentally a decentralized control
algorithm with local feedback for semi-active mitigation of free vibrations in frame structures …

The failures of flexible couplings due to self-heating by torsional vibrations–validation on the heat generation in pneumatic flexible tuner of torsional vibrations

J Krajňák, J Homišin, R Grega, P Kaššay… - Engineering Failure …, 2021 - Elsevier
The phenomenon of torsional vibrations which arise in mechanical systems has become an
important issue in mechanical design. Flexible couplings are widely used to tune dynamic …

Optimization of noisiness of mechanical system by using a pneumatic tuner during a failure of piston machine

L Žuľová, R Grega, J Krajňák, G Fedorko… - Engineering Failure …, 2017 - Elsevier
The stage of construction and operation of the machines requires monitoring of the steps
causing negative effects on humans and environment in the form of noise during their use …

Decentralized stabilization of semi-active vibrating structures

D Pisarski - Mechanical Systems and Signal Processing, 2018 - Elsevier
A novel method of decentralized structural vibration control is presented. The control is
assumed to be realized by a semi-active device. The objective is to stabilize a vibrating …

Adaptive semi-active control of a beam structure subjected to a moving load traversing with time-varying velocity

M Wasilewski, D Pisarski - Journal of Sound and Vibration, 2020 - Elsevier
A novel method for adaptive semi-active vibration control of structures subjected to a moving
load is studied. The velocity of the load is assumed to be time-varying. The controller …

Design of adjustable Tuned Mass Dampers using elastomeric O-rings

N Tang, JA Rongong, ND Sims - Journal of Sound and Vibration, 2018 - Elsevier
Tuned mass dampers (TMDs) are widely used in passive vibration control, and have been
implemented on many engineering structures. In general, the design of TMDs is unique to …

Vibration Control of Double‐Beam System with Multiple Smart Damping Members

D Pisarski, T Szmidt, CI Bajer, B Dyniewicz… - Shock and …, 2016 - Wiley Online Library
A control method to stabilize vibration of a double cantilever system with a set of smart
damping blocks is designed and numerically evaluated. The externally controlled …

Feedback stabilization of non‐homogeneous bilinear systems with a finite time delay

Z Hamidi, R El Ayadi, M Ouzahra - Mathematical Methods in …, 2023 - Wiley Online Library
This paper investigates the feedback stabilization of non‐homogeneous delayed bilinear
systems in Hilbert state space. More precisely, under an observability‐like assumption, we …