Abstract
In this paper different studies on the structural analysis, the fatigue assessment and the damage evaluation of metal bridges are reported. These work examples are related to a widespread amount of works conducted since the first of 2000 in the research area of bridge design and assessment. The most part of these researches are related to railway bridges and historical metal bridges, because of their particular vulnerability to damage decay during their life. The main research topics are presented and discussed.
Publisher
Trans Tech Publications, Ltd.
Reference21 articles.
1. Al-Emrani, M (2005). Fatigue Performance of Stringer-to-Floor-Beam Connections in Riveted Railway Bridges., Journal of Bridge Engineering, 10(2), 179-185.
2. Al-Emrani, M, and Kliger, R (2003). FE analysis of stringer-to-floor-beam connections in riveted railway bridges., Journal of Constructional Steel Research, 59(7), 803-818.
3. Assessment of Existing Steel Structures (2008). Recommendations for Estimation of Remaining Fatigue Life. Joint Report Prepared under the JRC - ECCS (programme of CEN/TC 250) - Editors: G. Sedlacek, F. Bijlaard, M. Géradin, A. Pinto and S. Dimora.
4. Brincker, R, Zhang, L, and Andersen, P (2000). Modal Identification from Ambient Responses using Frequency Domain Decomposition, in Proc. 18th International Modal Analysis Conference, San Antonio, TX.
5. Bruhwiler, E, Smith, I, and Hirt, M (1990). Fatigue and fracture of riveted bridge members., Journal of the Structural Engineering, 116(1): 198-213.
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