Moore, John C

Mahini, Saeed S

2015

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.

Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015), p. 214-221

9781742721477

https://hdl.handle.net/1959.11/19489

en

University of Queensland

Measuring Dynamic Impaction Aged Timber Bridges: Some Experimental Options

Conference Publication

Publication