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

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 008::page 04025050-1
    Author:
    Dong, Li
    ,
    Feng, Peng
    DOI: 10.1061/JBENF2.BEENG-7225
    Publisher: American Society of Civil Engineers
    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–...
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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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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314272
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    contributor authorDong, Li
    contributor authorFeng, Peng
    date accessioned2026-08-20T21:18:51Z
    date available2026-08-20T21:18:51Z
    date copyright2025/06/04
    date issued2025
    identifier otherJBENF2.BEENG-7225.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314272
    description abstractAbstract 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–...
    publisherAmerican Society of Civil Engineers
    titleCFRP–Cable-Stayed Bridge Hybrid with Partial Suspension and a Span Exceeding 3,000 m: Concept, Optimization, and Construction
    typeJournal Article
    journal volume30
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7225
    journal fristpage04025050-1
    journal lastpage04025050-15
    page15
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 008
    contenttypeFulltext
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