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    CFRP–Cable-Stayed Bridge Hybrid with Partial Suspension and a Span Exceeding 3,000 m: Concept, Optimization, and Construction

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    JBENF2.BEENG-7225.pdf (2.475Mb)
    Date
    2025
    Author
    Dong, Li
    Feng, Peng
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    Abstract
    Abstract In suspension bridges commonly used for ultralong spans, the weight of steel cables gradually becomes a significant proportion of the total load as the span diameter increases, sometimes exceeding half of the weight. However, carbon fiber–...
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4314272
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