Measuring Dynamic Impaction Aged Timber Bridges: Some Experimental Options

Author(s)
Moore, John C
Mahini, Saeed S
Publication Date
2015
Abstract
There are thousands of aged timber beam bridges on local roads in New South Wales (NSW) and because of deterioration their safety levels are unknown. To identify a bridge safety level requires a structural performance measurement, preferably with a Structural Health Monitoring (SHM) system, so that any significant temporal change can be quickly identified. There is a need, however, to identify sensors and systems that can be used to monitor the dynamic impact of loads moving at highway speeds that are of adequate performance and of a cost that is a small fraction of the structures' value. Three measurement systems are considered: a high speed camera system to enable the establishment of base-line performance; a laser sensor system to enable accurate validation of other measurement systems on in-service structures; and a system comprising accelerometers to provide a relative motion record of components compared to the motion of a main girder.
Citation
Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015), p. 214-221
ISBN
9781742721477
Link
Publisher
University of Queensland
Title
Measuring Dynamic Impaction Aged Timber Bridges: Some Experimental Options
Type of document
Conference Publication
Entity Type
Publication

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