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By Fabio Biondini; Dan M Frangopol

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Additional resources for Bridge Maintenance, Safety, Management, Resilience and Sustainability: Proceedings of the Sixth International IABMAS Conference, Stresa, Lake Maggiore, Italy, 8-12 July 2012

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Seismic Performance of Precast Concrete Segmental Bridges: Summary of Experimental Research on Segmentto-Segment Joints, (2009) PCI Journal, Vol. 54, No. 2, pp 116–142. This extensive research project showed that precast segmentally erected bridges can have excellent performance of the segment-to-segment joints in seismic zones. While cracks near joints will open during seismic motions, their deformation capacity is larger by an order of magnitude than the demands expected from the DBE. Cracks will completely close following the DBE.

Lukas & A. Borrmann 651 Evaluation of Eurocode damage equivalent factor based on traffic simulation N. Maddah & A. Nussbaumer 652 Dynamic characterization of multiple identical spans of a steel girder bridge R. V. A. C. B. S. C. Neves 654 Dynamic response of isolated viaduct considering knocking-off effects of displacement restrainers M. Matsumura & M. S. McCarten & N. Lloyd 656 An approach to evaluating the influences of aging on the system capacity of steel I-girder bridges J. McConnell, G. McCarthy & D.

Ju 703 Determination of the mean fatigue limit of a French railway bridge puddle iron by self-heating measurements under cyclic loadings S. Sire, C. Doudard & S. Calloch 704 The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass M. Šístek, V. Engler, F. Hanus, R. Lenner & L. W. Siwowski 706 Monitoring integrity and corrosion damage on cable stayed bridge “Jaime Dovali” Mexico R. R. Vazquez Gonzalez & L. Martinez-Gomez 707 Simplified and detailed calculations of long-term stress redistributions in continuous precast bridge decks C.

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