Author:
Faulkner Karen,Brownjohn James Mark William,Wang Ying,Huseynov Farhad
Abstract
AbstractThe resilience of the built environment to extreme weather events is fundamental for the day-to-day operation of our transport network, with scour representing one of the biggest threats to bridges built over flowing water. Condition monitoring of the bridge using a structural health monitoring system enhances resilience by reducing the time needed to return the bridge to normal use by providing timely information on structural condition and safety. The work presented in this report discusses use of rotational measurements in structural health monitoring. Traditionally tiltmeters (which can be a form of DC accelerometer) are used to measure rotation but are known to be affected by dynamic movements, while gyroscopes react quickly to dynamic motion but drift over time. This review will introduce gyroscopes as a complementary sensor for accelerometer rotational measurements and use sensor fusion techniques to combine the measurements from both sensors to get an optimised rotational result. This method was trialled on a laboratory scaled model, before the system was installed on an in-service single-span skewed railway bridge. The rotational measurements were compared against rotation measurements obtained using a vision-based measurement system to confirm the validity of the results. An introduction to gyroscopes, field test measurement results with the sensors and their correlation with the vision-based measurement results are presented in this article.
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,Civil and Structural Engineering
Reference55 articles.
1. Lamb R, Szönyi M, May P (2015) Flooding after storm desmond. Zurich Insurance Group Ltd, Zurich
2. van Leeuwen Z, Lamb R (2014) Flood and scour related failure incidents at railway assets between 1846 and 2013. Project W13-4224. JBA Trust 30:20
3. Zheng W (2013) FHWA/MS-DOT-RD-13-229: instrumentation and computational modeling for evaluation of bridge substructures across waterways
4. Deng L, Cai CS (2010) Bridge scour: prediction, modeling, monitoring, and countermeasures—review. Pract Period Struct Des Constr 15:125–134. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000041
5. Wardhana K, Hadipriono FC (2003) Analysis of recent bridge failures in the United States. J Perform Constr Facil 17:144–150. https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144)
Cited by
19 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献