Theoretical and Experimental Modal Analysis of a 6 PUS PKM

By Nuno Maia, J. M. N. Silva, Wai Ming To. International Conference on Informatics in Control, Automation and Robotics, 2019

1,194 citations recorded by the source corpus.

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Subfields: Civil and Structural Engineering, Electrical and Electronic Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/e91809eaae6dd809e8e49f560290208abe498e55

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. R. Brincker
2. F. Magalhães
3. A. Canteli
4. Janko Slavič
5. Á. Cunha
6. Miha Boltezar
7. M. Mršnik
8. R. Ferrari

In Electrical and Electronic Engineering

1. R. Brincker
2. Janko Slavič
3. Miha Boltezar
4. M. Mršnik

In Mechanics of Materials

1. R. Brincker
2. F. Magalhães
3. Janko Slavič
4. Á. Cunha
5. Miha Boltezar
6. M. Mršnik

Citations in the corpus

• Damage Detection Using Optical Measurements and Wavelets (2002, background): “In practice, modal tests are employed to identify natural frequencies, damping ratios and modeshapes of structures [1,2].”
• The subpixel resolution of optical-flow-based modal analysis (2017, background): “An operational shape at the resonant frequency is a close match to the mode shape of the structure [28].”
• Vibration fatigue using modal decomposition (2018, methodology): “(4) can be rewritten in a diagonal form (see [32] for details): H(ω) = Φ [rω2 r (1 + i ηr)− ω2r]−1 Φ (6)”
• An improved finite element model updating method by the global optimization technique 'Coupled Local Minimizers' (2008, neutral): “All rights reserved. doi:10.1016/j.compstruc.2007.08.009 [3] [4] [5] [6] [7].”
• Explaining operational modal analysis with data from an arch bridge (2011, background): “The window aims the minimization of leakage, an error expressed by the spreading of the true spectrum components along other neighbouring frequencies and motivated by the finite nature of the time segments [3].”
• On exact and approximated formulations for scaling-mode shapes in operational modal analysis by mass and stiffness change (2012, methodology): “…the scaling factors of the mode shapes must be known in applications where a frequency-response matrix needs to be assembled from the modal parameters such as structural modification [14, 15], load estimation [16], health-monitoring applications [14], damage detection and localization [17], etc.”