Journal of Vibroengineering

publishes original papers presenting the state of the art in vibroengineering of dynamical systems

The List of Principal Topics:

  • ▸ Acoustics, noise control and engineering applications
  • ▸ Mechanical vibrations and applications
  • ▸ Fault diagnosis based on vibration signal analysis
  • ▸ Vibration generation and control
  • ▸ Seismic engineering and applications
  • ▸ Modal analysis and applications
  • ▸ Vibration in transportation engineering
  • ▸ Flow-induced structural vibrations
  • ▸ Biomechanics and biomedical engineering
  • ▸ Chaos, non-linear dynamics and applications
  • ▸ Dynamics and Oscillations in electrical and electronics engineering
  • ▸ Fractional dynamics and applications
  • ▸ System dynamics in manufacturing system modeling
  • ▸ Dynamics of Smart and functionally graded materials

Journal of Vibroengineering (JVE) ISSN (Print) 1392-8716, ISSN (Online) 2538-8460 is a prestigious peer reviewed International Journal specializing in theoretical and practical aspects of Vibration Engineering. It is indexed in Clarivate Analytics (Emerging Sources Citation Index - ESCI) and other major scientific databases. The journal attracts attention from the International Engineering Community.

Established in 1997 and published 8 times a year (semi-quarterly).

Journal is indexed in

Publication dates

Issue 1
February 15th
Issue 2
March 31st
Issue 3
May 15th
Issue 4
June 30th
Issue 5
August 15th
Issue 6
September 30th
Issue 7
November 15th
Issue 8
December 31st
Clarivate Analytics
Journal of Vibroengineering is covered in the Emerging Sources Citation Index (ESCI), which means all articles published in the journal are indexed in Web of Science at the time of publication.
Open Access
Journal of Vibroengineering is published Open Access. By 'open access' to this literature, we mean its free availability on the public internet, permitting any users to read, download, copy, distribute, print, search, or link to the full texts of these articles, crawl them for indexing, pass them as data to software, or use them for any other lawful purpose, without financial, legal, or technical barriers other than those inseparable from gaining access to the internet itself. Author(s) retain copyright of their work. Articles are published under the Creative Commons Attribution License (CC-BY).
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Minvydas Ragulskis

Prof. Minvydas Ragulskis

Kaunas University of Technology, Lithuania
Editor in Chief

Editorial Board
Hojjat Adeli The Ohio State University, USA
Iliya I. Blekhman Iliya I. Blekhman Russian Academy of Sciences, Russia
Kouamana Bousson University of Beira Interior, Portugal
Maosen Cao Maosen Cao Hohai University, China
Jinde Cao Jinde Cao Southeast University, China
Joze Duhovnik University of Ljubljana, Slovenia
Sezgin Ersoy Sezgin Ersoy Marmara University, Turkey
Algimantas Fedaravičius Kaunas University of Technology, Lithuania
Rafael Figueroa Rafael Figueroa Instituto Tecnológico de Sonora, México
Piotr Folęga Piotr Folęga Silesian University of Technology, Poland
W. H. Hsieh National Formosa University, Taiwan
David Hui University of New Orleans, USA
Vassilis Kappatos Vassilis Kappatos Center for Research and Technology Hellas, Greece
Chen Lu Beihang University, China
Abdollah Malekjafarian Abdollah Malekjafarian University College Dublin, Ireland
Rimas Maskeliūnas Rimas Maskeliūnas Vilnius Gediminas Technical University, Lithuania
Luis E. Muñoz Universidad de los Andes, Colombia
Phuoc Trong Nguyen Phuoc Trong Nguyen Ho Chi City Open University, Vietnam
Nicola Nisticò Nicola Nisticò Sapienza University of Rome, Italy
Vytautas Ostaševičius Vytautas Ostaševičius Kaunas University of Technology, Lithuania
Arvydas Palevičius Arvydas Palevičius Kaunas University of Technology, Lithuania
Grigory Panovko Grigory Panovko Mechanical Engineering Research Institute of the Russian Academy of Sciences, Russia
Lei Qiu Lei Qiu Nanjing University of Aeronautics and Astronautics, China
Subhash Rakheja Subhash Rakheja Concordia University, Canada
Vinayak Ranjan Vinayak Ranjan Bennett University, India
G. Eduardo Sandoval-Romero G. Eduardo Sandoval-Romero The National Autonomous University of Mexico, Mexico
Miguel Angel Fernandez Sanjuan Miguel Angel Fernandez Sanjuan University Rey Juan Carlos, Spain
Gangbing Song University of Houston, USA
Shigeki Toyama Shigeki Toyama Tokyo A&T University, Japan
Piotr Vasiljev Lithuanian University of Educational Sciences, Lithuania
Vincentas Veikutis Lithuanian University of Health Sciences, Lithuania
Jānis Vība Jānis Vība Riga Technical University, Latvia
Jörg Wallaschek Jörg Wallaschek Leibniz University Hannover, Germany
Xiao-Jun Yang China University of Mining and Technology, China
Krzysztof Kamil Żur Krzysztof Kamil Żur Bialystok University of Technology, Poland

Author guidelines and publishing charges


Your manuscript should be submitted online via JVE Journal Management System (JMS)
Using the JMS requires an account. You can create a new account by following the 'Create an account' link that appears on the main login page. The signup process only takes a minute – we don't need many details from you. Once you've created your account or signed in, you're ready to submit a manuscript: Submit manuscript.

Your manuscript should be uploaded in Microsoft Word and Adobe PDF formats. Note that if your manuscript is accepted for publication, the manuscript will be reprocessed by JVE team. But to start with, manuscript format should conform the Paper Template.

Article processing charges

The publication costs of an article are paid from an author's research budget, or by their supporting institution, in the form of Article Processing Charges of 750 EUR.

Publication ethics and malpractice

The ethics statements for our journals are based on Code of Conduct and Best-Practice Guidelines for Journal Editors.

Editorial Policy Publication Ethics Return and Refund Policy

Editor's Pick

Study of nonlinear effects in a bolted joint using the base excitation as an input

Sushil Doranga, Christine Wu

In this paper, the nonlinearity detection, characterization and identification of a bolted beam assembly is presented. The methodology utilized in this work is based on the force reconstruction using the base excitation as an input and the nonlinear system identification. The force reconstruction procedure was carried out by exciting the bolted beam assembly at very low excitation with fully tightened bolt condition. The nonlinear effect in the bolted beam assembly was induced by reducing the bo

Journal of Vibroengineering, Vol. 23, Issue 5, 2021, p. 1109-1128.

Modeling and dynamic analysis of hydraulic damping rubber mount for cab under larger amplitude excitation

Xin Liao, Xiaojuan Sun, Hu Wang

In order to improve the ride comfort of the cab of construction machinery and reduce the harm of vibration to the driver, the lumped parameter model of passive hydraulic damping rubber mount (PHDRM) considering the nonlinearity of multi-inertial tracks is first established. Then the overall FE (finite element) fluid-solid coupling model of the vibration isolator is proposed by using ABAQUS combined simulation mode in this paper. Meanwhile, Combined with bidirectional strong coupling algorithm, t

Journal of Vibroengineering, Vol. 23, Issue 3, 2021, p. 542-558.

Active damping for vibration control based on the switched stiffness technique
Active damping for vibration control based on the switched stiffness technique

Rafael Ayala, Luis Moreno-Ahedo

An active damping controller based on the switched stiffness technique is developed and applied to vibration mitigation in a lightly damped structure. The controller either increases or decreases the system stiffness according to a state-dependent rule. A novel stability analysis based on the Floquet theory is proposed and employed to analyze the mathematical model of a one-degree-of-freedom system where the friction forces are taken into account. This novel analysis allows us to prove the expon

Journal of Vibroengineering, Vol. 23, Issue 4, 2021, p. 891-907.

Damping estimation of a pedestrian footbridge – an enhanced frequency-domain automated approach
Damping estimation of a pedestrian footbridge – an enhanced frequency-domain automated approach

Basuraj Bhowmik, Budhaditya Hazra, Michael O’Byrne, Bidisha Ghosh, Vikram Pakrashi

Real-time estimates of natural frequencies, mode shapes and damping of a structural system can be interpreted to its structural health. In this regard, real-time estimation of damping ratios for full-scale structures can be useful by itself or in conjunction with real-time estimates of natural frequencies. Such estimates also allow for continuous health monitoring. This paper demonstrates an approach of assessing real-time damping in full scale bridges and demonstrates this on one of the iconic

Journal of Vibroengineering, Vol. 23, Issue 1, 2021, p. 14-25.