The increasing development of algorithms for the assessment of structural modal characteristics stems from continuous improvement in vibration tests and computational processing capabilities. However, the identification process of deformable dynamic systems occasionally demands high computational costs. Nevertheless, with the increasing expansion of high-speed broadband internet, the concept of web application becomes a prevailing alternative. This paper presents the free web application Midas (Modal Identification of Deformable Systems), which is implemented in Java and applied to structural modal identification. This procedure is performed via the internet using data gathered from dynamic measurements. Available technologies and web development tools such as JavaServer Pages and JavaServer Faces are used to implement Midas. For the dynamic treatment of the vibration data, two identification techniques are used – the random decrement method and the Ibrahim time domain method. In order to evaluate the developed web application, two experimental applications are explored.
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May 2014
Research Article|
May 01 2014
A web application system for structural modal identification Available to Purchase
Alexandre Cury, Dr. Civil Engineering;
Alexandre Cury, Dr. Civil Engineering
Assistant Professor
Department of Applied and Computational Mechanics, University of Juiz de Fora, Juiz de Fora, Brazil
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Flávio Barbosa, DSc
Flávio Barbosa, DSc
Associate Professor
Department of Applied and Computational Mechanics, University of Juiz de Fora, Juiz de Fora, Brazil
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Publisher: Emerald Publishing
Revision Received:
April 17 2012
Accepted:
April 15 2013
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2014) 167 (5): 312–324.
Article history
Revision Received:
April 17 2012
Accepted:
April 15 2013
Citation
Cury A, Barbosa F (2014), "A web application system for structural modal identification". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 167 No. 5 pp. 312–324, doi: https://doi.org/10.1680/stbu.12.00020
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