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. Established in 1997 and published 8 times a year (every 1.5 months), the journal attracts attention from the International Engineering Community.
Journal is indexed in
- Clarivate Analytics: Emerging Sources Citation Index (ESCI).
- Scopus: ELSEVIER Bibliographic Database.
- EI Compendex: ELSEVIER Bibliographic Database.
-
EBSCO:
- Academic Search Complete;
- Computers and Applied Sciences Complete;
- Central and Eastern European Academic Source;
- Current Abstracts;
- Shock and Vibration Digest;
- TOC Premier.
-
Gale Cengage Learning:
- Academic OneFile Custom Periodical;
- Science in Context.
- INSPEC: http://www.theiet.org/publishing/inspec
- Directory of Open Access Journals (DOAJ): https://doaj.org
- Semantic Scholar: https://www.semanticscholar.org
- Google Scholar: https://scholar.google.com
- CNKI Scholar: http://eng.scholar.cnki.net
- JGate: https://jgateplus.com
- ERIH PLUS: https://dbh.nsd.uib.no/publiseringskanaler/erihplus
- Ulrich's Periodicals Directory: https://ulrichsweb.serialssolutions.com
- BASE (Bielefeld Academic Search Engine): https://www.base-search.net
- CORE: https://core.ac.uk
- cnpLINKer (CNPIEC): http://cnplinker.cnpeak.com
- Crossref: https://search.crossref.org
- Publons: https://publons.com
Publication dates
Editors
Editorial Board
Author guidelines and publishing charges
Submission
Your manuscript should be submitted online via JVE Journal Management System (JMS) https://manage.jvejournals.com.
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
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.
https://doi.org/10.21595/jve.2020.21577
The effect of marine growth and damage severity on the modal parameters of offshore wind turbine supporting structures: an experimental study
Mahmoud Jahjouh
This contribution investigates the effect of marine growth and damage severity on the modal parameters of a scaled experimental model of a monopile used in supporting offshore wind turbines. A quick glimpse of the literature review reveals that this topic has not been well investigated as the majority of previous research focuses on the effect of marine growth on the hydrodynamic loads transferred to the test structure, with little focus on its effect on the modal parameters of a structure. Neve
Journal of Vibroengineering, Vol. 23, Issue 2, 2021, p. 407-418.
https://doi.org/10.21595/jve.2020.21429
A comparative study of phenomenological hysteretic models with application to recycled rubber-fibre reinforced bearings
Nagavinothini Ravichandran
The present study investigates the capability of different hysteresis models in representing the nonlinear behaviour of Recycled Rubber-Fibre Reinforced Bearings (RR-FRBs). A recently developed class of uniaxial phenomenological models is considered along with the Bouc-Wen Model (BWM). In particular, Bilinear Model (BM) and Exponential Model (EM), belonging to the class of above-mentioned phenomenological models, are used. The restoring force-displacement loops of RR-FRBs obtained from the diffe
Journal of Vibroengineering, Vol. 22, Issue 8, 2020, p. 1798-1813.
https://doi.org/10.21595/jve.2020.21493
The seismically induced failure sequence of multiple components of high-speed railway bridges under different earthquake intensities
Biao Wei, Chaobin Li, Peng Wang, Lizhong Jiang, Teng Wang
Though seismic vulnerability analysis of highway bridges is mature, there is little corresponding research on high-speed railway (HSR) bridges. The seismic vulnerability analysis of HSR bridges is very different to and more difficult than for highway bridges because the multiple components of the track structure are very complex. To fill this research gap, the authors establish a finite element (FE) model of an HSR bridge with the China railway track system II (CRTS II), which includes sliding l
Journal of Vibroengineering, Vol. 22, Issue 7, 2020, p. 1629-1647.
https://doi.org/10.21595/jve.2020.21280
