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Erschienen in: Cluster Computing 3/2019

16.11.2017

Operational modal analysis of rigid frame bridge with data from navigation satellite system measurements

verfasst von: Qinglu Ma, Jianting Zhou, Saleem Ullah, Qi Wang

Erschienen in: Cluster Computing | Sonderheft 3/2019

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Abstract

The Real Time BeiDou Navigation Satellite System (BDS) has evolved into a reliable technique to detect both the three-dimensional magnitudes and frequencies of displacement of structures. BDS technology is exactly what monitoring needs for the bridge deformation. Also, the oscillations and damage severity can be evaluated and classified according to the dynamic bridge characteristics obtained from BDS. The intention of the present work is to demonstrate the use of BDS to provide data for the assessment of existing structures safety. The raw data were collected continuously over a period of 24 h at a minimum rate of 1 Hz. The collected data include traffic flow (for load estimation) and environment factors (such as wind speed, wind direction, relative humidity and temperature). The vibration frequencies are also measured from BDS data and compared with those given in the literature. The results of all the experiments proved to be very encouraging, and showed that the performance of BDS as it has developed in recent years, and that the BDS is reliably in quantifying both environmental induced bridge vibrations and high-frequency transient motion caused by vehicle loading, in particular changes of mass associated with changes in traffic loading are observed, providing the ability for verification and/or improvement of bridge design and modelling.

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Metadaten
Titel
Operational modal analysis of rigid frame bridge with data from navigation satellite system measurements
verfasst von
Qinglu Ma
Jianting Zhou
Saleem Ullah
Qi Wang
Publikationsdatum
16.11.2017
Verlag
Springer US
Erschienen in
Cluster Computing / Ausgabe Sonderheft 3/2019
Print ISSN: 1386-7857
Elektronische ISSN: 1573-7543
DOI
https://doi.org/10.1007/s10586-017-1360-z

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