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    Seismic Performance of Concrete Bridge Columns Reinforced with High-Strength Steel Varying Steel Geometry and Manufacturing Process

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025146-1
    Author:
    Thangjitham, Jessica S.
    ,
    Brodbeck, Taylor J.
    ,
    Kowalsky, Mervyn J.
    DOI: 10.1061/JSENDH.STENG-13991
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe advantages of high-strength reinforcing steel for use in capacity-protected members are self-evident because it reduces congestion and cost. However, to extend the use of high-strength steel to members forming plastic hinges, the material must ...
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      Seismic Performance of Concrete Bridge Columns Reinforced with High-Strength Steel Varying Steel Geometry and Manufacturing Process

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313286
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    • Journal of Structural Engineering

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    contributor authorThangjitham, Jessica S.
    contributor authorBrodbeck, Taylor J.
    contributor authorKowalsky, Mervyn J.
    date accessioned2026-08-20T12:15:31Z
    date available2026-08-20T12:15:31Z
    date copyright2025/07/17
    date issued2025
    identifier otherJSENDH.STENG-13991.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313286
    description abstractAbstractThe advantages of high-strength reinforcing steel for use in capacity-protected members are self-evident because it reduces congestion and cost. However, to extend the use of high-strength steel to members forming plastic hinges, the material must ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Performance of Concrete Bridge Columns Reinforced with High-Strength Steel Varying Steel Geometry and Manufacturing Process
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-13991
    journal fristpage04025146-1
    journal lastpage04025146-16
    page16
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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