Version 1
: Received: 27 October 2020 / Approved: 2 November 2020 / Online: 2 November 2020 (15:31:12 CET)
How to cite:
Żółtowski, M.; Napieraj, K. Frequency Response Function Shape Differences as a Sign of Bricks Destruction – Control and Measurement. Preprints2020, 2020110058. https://doi.org/10.20944/preprints202011.0058.v1
Żółtowski, M.; Napieraj, K. Frequency Response Function Shape Differences as a Sign of Bricks Destruction – Control and Measurement. Preprints 2020, 2020110058. https://doi.org/10.20944/preprints202011.0058.v1
Żółtowski, M.; Napieraj, K. Frequency Response Function Shape Differences as a Sign of Bricks Destruction – Control and Measurement. Preprints2020, 2020110058. https://doi.org/10.20944/preprints202011.0058.v1
APA Style
Żółtowski, M., & Napieraj, K. (2020). Frequency Response Function Shape Differences as a Sign of Bricks Destruction – Control and Measurement. Preprints. https://doi.org/10.20944/preprints202011.0058.v1
Chicago/Turabian Style
Żółtowski, M. and Krzysztof Napieraj. 2020 "Frequency Response Function Shape Differences as a Sign of Bricks Destruction – Control and Measurement" Preprints. https://doi.org/10.20944/preprints202011.0058.v1
Abstract
In this article authors shows chosen problems of technical state diagnosis with the use of identification and technical diagnostics methods such as experimental modal analysis. Relations between methods of dynamic state evaluation and methods of technical state evaluation were indicated. Example modal analysis results illustrate the complexity of projecting dynamic state researches into diagnostic researches of state evaluation.
Keywords
technical diagnostics; identification; modeling; modal analysis; control and measurement system
Subject
Engineering, Automotive Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
