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Difficulty in identifying deterioration-induced stress from structural health monitoring raises a significant problem in assessing the deterioration of existing bridges by tracing the varying stresses during the in-service period. Also, how to fully utilize the plentiful data collected with a high efficiency and good logic is another important issue especially in long-term monitoring and assessment...
This paper introduces new types of cable-stayed bridges with carbon fiber reinforced polymers (CFRP) stay cables and/or a CFRP bridge deck. For each of the two CFRP components, namely, CFRP stay cables and CFRP bridge deck, the key design parameters and design strategies were determined and the appropriate value of each key design parameter was suggested. Using the suggested parameter values, six...
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