Abstract
Balla Balla River Bridge in the Pilbara region of WA was selected for condition assessment, with particular attention to be paid to the condition of the shear connectors. Application of local and global vibration methods to a scaled model found that the local vibration approach can detect the artificial damage successfully and consistently by directly comparing vibration responses of the RC slab and girders. A two-day field test on the bridge was carried out, and dynamic properties were extracted. Through both local and global approaches, it was found that the girders are in good condition, slabs are deteriorated and some shear connectors are more flexible than expected.
Original language | English |
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Title of host publication | Progress in Mechanics of Structures and Materials - Proceedings of the 19th Australasian Conference on the Mechanics of Structures and Materials, ACMSM19 |
Pages | 937-942 |
Number of pages | 6 |
Publication status | Published - 1 Dec 2007 |
Externally published | Yes |
Event | 19th Australasian Conference on the Mechanics of Structures and Materials, ACMSM19 - Christchurch, New Zealand Duration: 29 Nov 2006 → 1 Dec 2006 |
Conference
Conference | 19th Australasian Conference on the Mechanics of Structures and Materials, ACMSM19 |
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Country/Territory | New Zealand |
City | Christchurch |
Period | 29/11/06 → 1/12/06 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Mechanics of Materials
- Building and Construction
- Architecture