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    Precast RC Blocks with Detachable Connections for Emergency Temporary Bridges: Wave-Shaped Concrete Shear Keys Fabricated from 3D-Printed Molds and Steel Couplers

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006::page 04026026-1
    Author:
    Aoki, Koki
    ,
    Akiyama, Mitsuyoshi
    ,
    Hanaki, Fuyume
    ,
    Yamashita, Tomoki
    ,
    Uno, Yoshiki
    DOI: 10.1061/JBENF2.BEENG-8021
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Although structural design and technology remain challenges in preventing bridges, especially their superstructure, from being washed out by hydrodynamic forces due to tsunamis, floods, and storm surges, bridges must be functional after ...
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      Precast RC Blocks with Detachable Connections for Emergency Temporary Bridges: Wave-Shaped Concrete Shear Keys Fabricated from 3D-Printed Molds and Steel Couplers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314347
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    • Journal of Bridge Engineering

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    contributor authorAoki, Koki
    contributor authorAkiyama, Mitsuyoshi
    contributor authorHanaki, Fuyume
    contributor authorYamashita, Tomoki
    contributor authorUno, Yoshiki
    date accessioned2026-08-20T21:22:02Z
    date available2026-08-20T21:22:02Z
    date copyright2026/04/07
    date issued2026
    identifier otherJBENF2.BEENG-8021.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314347
    description abstractAbstract Although structural design and technology remain challenges in preventing bridges, especially their superstructure, from being washed out by hydrodynamic forces due to tsunamis, floods, and storm surges, bridges must be functional after ...
    publisherAmerican Society of Civil Engineers
    titlePrecast RC Blocks with Detachable Connections for Emergency Temporary Bridges: Wave-Shaped Concrete Shear Keys Fabricated from 3D-Printed Molds and Steel Couplers
    typeJournal Article
    journal volume31
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-8021
    journal fristpage04026026-1
    journal lastpage04026026-19
    page19
    treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006
    contenttypeFulltext
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