
handle: 10722/127308
To enable the long-term health monitoring and condition assessment of a long-span cable-stayed bridge, an accurate and effective baseline finite element model is indispensable. With proper calibration, the model provides more realistic prediction of static and dynamic behaviour of structure. This paper describes the development of baseline finite element model of Ting Kau Bridge on the basis of the …
The 2nd International Postgraduate Conference on Infrastructure and Environment (IPC2010), Hong Kong, China, 1-2 June 2010. In Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment, 2010, v. 2, p. 263-270
Session - Structural Engineering
published_or_final_version
Cable-stayed bridges, Fatigue assessment, Finite element modelling, Baseline model calibration
Cable-stayed bridges, Fatigue assessment, Finite element modelling, Baseline model calibration
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