Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/61098
Title: Modal identifiability of a cable-stayed bridge using proper orthogonal decomposition
Authors: Li, M
Ni, YQ 
Keywords: Cable-stayed bridge
Deficient mode
Energy participation factor
Modal identifiability
Proper orthogonal decomposition
Issue Date: 2016
Publisher: Techno Press
Source: Smart structures and systems, 2016, v. 17, no. 3, p. 413-429 How to cite?
Journal: Smart structures and systems 
Abstract: The recent research on proper orthogonal decomposition (POD) has revealed the linkage between proper orthogonal modes and linear normal modes. This paper presents an investigation into the modal identifiability of an instrumented cable-stayed bridge using an adapted POD technique with a band-pass filtering scheme. The band-pass POD method is applied to the datasets available for this benchmark study, aiming to identify the vibration modes of the bridge and find out the so-called deficient modes which are unidentifiable under normal excitation conditions. It turns out that the second mode of the bridge cannot be stably identified under weak wind conditions and is therefore regarded as a deficient mode. To judge if the deficient mode is due to its low contribution to the structural response under weak wind conditions, modal coordinates are derived for different modes by the band-pass POD technique and an energy participation factor is defined to evaluate the energy participation of each vibration mode under different wind excitation conditions. From the non-blind datasets, it is found that the vibration modes can be reliably identified only when the energy participation factor exceeds a certain threshold value. With the identified threshold value, modal identifiability in use of the blind datasets from the same structure is examined.
URI: http://hdl.handle.net/10397/61098
ISSN: 1738-1584
EISSN: 1738-1991
DOI: 10.12989/sss.2016.17.3.413
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