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- W2760713578 abstract "For the purpose of assessment, bridges are load tested with known truck loads which is not always feasible due to budget constraints and traffic interruptions. To address this issues, this paper demonstrates the purpose and benefits of an initial finite element model ( FEM ) of a reinforced concrete box girder. Firstly, a detailed FEM representing ‘as-new’ condition of the bridge is provided, then parameters to include in the FEM before and after model updating are identified. Lastly, preparation of the scheme for field testing using pre-test FEM data is shown. The first two mode shapes of the bridge had sway in lateral and longitudinal directions, whereas the third and fourth modes were flexural and torsional respectively. It was found that variation in girder cross section, supports fixity at abutment and pier had significant effects on the modal characteristics; which were identified as controlling parameters prior to model updating. Based on modal model of the bridge, decisions were made with respect to excitation source, instrumentation plan and modal analysis techniques for field testing which will be conducted in the near future." @default.
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- W2760713578 date "2016-01-01" @default.
- W2760713578 modified "2023-09-22" @default.
- W2760713578 title "Pre-test finite element modelling of box girder overpass-application for bridge condition assessment" @default.
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