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- W247059216 abstract "The purpose of this study is to investigate several strategies that can be used to extend the span of conventional PSC girder bridge and to propose a systematic procedure to evaluate the effect of each strategy on the span. In the preceding companion paper, fundamental equations were derived which constitute the assessment graphs and a possible domain for the design. Quantitative evaluation for extension of the span follows here by adopting a sample PSC girder bridge. It apparently shows a number of advantages of the proposed scheme in finding out why and how each strategy contributes to the span extension and in suggesting further improvement for a longer span. The results imply that increasing the strength of a girder, the multistage prestressing with the secondary tendons prestressed before composite action with a deck, and Decked PSC girder are very effective among the strategies examined. It is expected that the span of the PSC girder bridge can be well extended up to 50 m to 70 m which corresponds to a span of the conventional box girder bridges." @default.
- W247059216 created "2016-06-24" @default.
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- W247059216 date "2009-01-01" @default.
- W247059216 modified "2023-09-24" @default.
- W247059216 title "Assessment for Extending Span Ranges of PSC Girder Bridges : II. Application to a Sample Bridge" @default.
- W247059216 hasPublicationYear "2009" @default.
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