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    Data-Driven Postearthquake Performance Level Identification for RC Moment Frames Using Residual Drift Ratio in Compliance with ASCE41-23

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008::page 04026094-1
    Author:
    Feyzi, Hanieh
    ,
    Hamidia, Mohammadjavad
    DOI: 10.1061/JSENDH.STENG-14564
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn this paper, a novel nonmodel methodology is developed for postearthquake performance level identification of conventional reinforced concrete moment frames using an after-event-measured residual drift ratio. The adopted performance levels are ...Practical ApplicationsEarthquakes can cause severe structural damage to reinforced concrete (RC) buildings. Thus, it is crucial for the decision makers to obtain the status of the RC buildings right after an earthquake. In the engineering concept, the ...
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      Data-Driven Postearthquake Performance Level Identification for RC Moment Frames Using Residual Drift Ratio in Compliance with ASCE41-23

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313357
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    • Journal of Structural Engineering

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    contributor authorFeyzi, Hanieh
    contributor authorHamidia, Mohammadjavad
    date accessioned2026-08-20T12:19:13Z
    date available2026-08-20T12:19:13Z
    date copyright2026/06/04
    date issued2026
    identifier otherJSENDH.STENG-14564.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313357
    description abstractAbstractIn this paper, a novel nonmodel methodology is developed for postearthquake performance level identification of conventional reinforced concrete moment frames using an after-event-measured residual drift ratio. The adopted performance levels are ...Practical ApplicationsEarthquakes can cause severe structural damage to reinforced concrete (RC) buildings. Thus, it is crucial for the decision makers to obtain the status of the RC buildings right after an earthquake. In the engineering concept, the ...
    publisherAmerican Society of Civil Engineers
    titleData-Driven Postearthquake Performance Level Identification for RC Moment Frames Using Residual Drift Ratio in Compliance with ASCE41-23
    typeJournal Article
    journal volume152
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14564
    journal fristpage04026094-1
    journal lastpage04026094-29
    page29
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008
    contenttypeFulltext
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