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    Probabilistic Postearthquake ASCE 41-17 Compliant Performance Level Identification for Shear-Dominated RC Shear Walls via Crack Image Analysis

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001::page 04024185-1
    Author:
    Samira Azhari
    ,
    Mohammadjavad Hamidia
    DOI: 10.1061/JSENDH.STENG-12895
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a probabilistic methodology based on image analysis for identifying the postearthquake performance level of reinforced concrete shear walls is proposed. A databank of 270 surface crack maps of 87 rectangular reinforced concrete shear walls obtained from quasi-static experiments at different drift ratio values is employed to develop the methodology. The specimens included within the databank exhibit a diverse range of structural design parameters and geometric properties. The complexity of the surface crack patterns is extracted by succolarity, lacunarity, and generalized fractal dimensions of the images of specimen images. For a specific fractal geometry index, fragility functions are developed to determine the probability of exceedance from an ASCE 41-17-compliant seismic performance level. Four typical probability distributions are used to generate the fragility functions: lognormal, gamma Weibull, and beta. Two goodness of fit tests including the K–S test and the Lilliefors test are used to assess the fragility curves’ fitness. The results show that, among the fractal geometry indices, succolarity has the best goodness of fit results, and the Weibull distribution fits the most seismic performance levels. In this study, seismic performance level indices are developed to optimize the goodness of fit by combining generalized fractal dimensions, lacunarity, and succolarity. A damaged wall specimen not in the databank at available performance levels is selected to present the application of the methodology. The results are also compared with other deterministic approaches available in the literature. By using the proposed methodology, the seismic performance level can be projected without the requirement for the structural characteristics data that are usually unavailable for seismically damaged buildings in the aftermath of an earthquake by only relying on image-derived data.
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      Probabilistic Postearthquake ASCE 41-17 Compliant Performance Level Identification for Shear-Dominated RC Shear Walls via Crack Image Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4306659
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    contributor authorSamira Azhari
    contributor authorMohammadjavad Hamidia
    date accessioned2025-08-17T22:14:49Z
    date available2025-08-17T22:14:49Z
    date copyright1/1/2025 12:00:00 AM
    date issued2025
    identifier otherJSENDH.STENG-12895.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306659
    description abstractIn this paper, a probabilistic methodology based on image analysis for identifying the postearthquake performance level of reinforced concrete shear walls is proposed. A databank of 270 surface crack maps of 87 rectangular reinforced concrete shear walls obtained from quasi-static experiments at different drift ratio values is employed to develop the methodology. The specimens included within the databank exhibit a diverse range of structural design parameters and geometric properties. The complexity of the surface crack patterns is extracted by succolarity, lacunarity, and generalized fractal dimensions of the images of specimen images. For a specific fractal geometry index, fragility functions are developed to determine the probability of exceedance from an ASCE 41-17-compliant seismic performance level. Four typical probability distributions are used to generate the fragility functions: lognormal, gamma Weibull, and beta. Two goodness of fit tests including the K–S test and the Lilliefors test are used to assess the fragility curves’ fitness. The results show that, among the fractal geometry indices, succolarity has the best goodness of fit results, and the Weibull distribution fits the most seismic performance levels. In this study, seismic performance level indices are developed to optimize the goodness of fit by combining generalized fractal dimensions, lacunarity, and succolarity. A damaged wall specimen not in the databank at available performance levels is selected to present the application of the methodology. The results are also compared with other deterministic approaches available in the literature. By using the proposed methodology, the seismic performance level can be projected without the requirement for the structural characteristics data that are usually unavailable for seismically damaged buildings in the aftermath of an earthquake by only relying on image-derived data.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Postearthquake ASCE 41-17 Compliant Performance Level Identification for Shear-Dominated RC Shear Walls via Crack Image Analysis
    typeJournal Article
    journal volume151
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12895
    journal fristpage04024185-1
    journal lastpage04024185-21
    page21
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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