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    Application of Metaheuristic Algorithms in Ground Motion Selection and Scaling for Time History Analysis of Structures

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008::page 04024094-1
    Author:
    Mohsen Akhani
    ,
    Najme Alidadi
    ,
    Shahram Pezeshk
    DOI: 10.1061/JSENDH.STENG-13470
    Publisher: American Society of Civil Engineers
    Abstract: In this study, we utilize two metaheuristic algorithms, particle swarm optimization, and biogeography-based optimization, to select and scale ground motion (GM) records for use in the time history analysis of structures. This method ensures that there is no alteration to the phase or shape of the response spectra of the records. The proposed methodology demonstrates an ability to search through hundreds of earthquake records and propose a combination of 11 record pairs and scaling factors, resulting in a mean spectrum that aligns with the target spectrum. We applied the proposed research to two sites in separate geographical regions in the United States: Memphis and San Francisco, and we followed the ASCE 7-22 procedure. Selected ground motions underwent scaling adjustments represented by scalar values in a user-defined range. Furthermore, we present error metrics, comparing the target spectrum with the mean spectrum derived from the selected records. To showcase the effectiveness of our approach, we conducted a comparative analysis against results obtained from PEER-NGA methodology. The outcomes show that the methodology can be viewed as an effective and reliable approach for obtaining appropriate GM records for the time history analysis of structures.
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      Application of Metaheuristic Algorithms in Ground Motion Selection and Scaling for Time History Analysis of Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298236
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    • Journal of Structural Engineering

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    contributor authorMohsen Akhani
    contributor authorNajme Alidadi
    contributor authorShahram Pezeshk
    date accessioned2024-12-24T10:04:08Z
    date available2024-12-24T10:04:08Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJSENDH.STENG-13470.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298236
    description abstractIn this study, we utilize two metaheuristic algorithms, particle swarm optimization, and biogeography-based optimization, to select and scale ground motion (GM) records for use in the time history analysis of structures. This method ensures that there is no alteration to the phase or shape of the response spectra of the records. The proposed methodology demonstrates an ability to search through hundreds of earthquake records and propose a combination of 11 record pairs and scaling factors, resulting in a mean spectrum that aligns with the target spectrum. We applied the proposed research to two sites in separate geographical regions in the United States: Memphis and San Francisco, and we followed the ASCE 7-22 procedure. Selected ground motions underwent scaling adjustments represented by scalar values in a user-defined range. Furthermore, we present error metrics, comparing the target spectrum with the mean spectrum derived from the selected records. To showcase the effectiveness of our approach, we conducted a comparative analysis against results obtained from PEER-NGA methodology. The outcomes show that the methodology can be viewed as an effective and reliable approach for obtaining appropriate GM records for the time history analysis of structures.
    publisherAmerican Society of Civil Engineers
    titleApplication of Metaheuristic Algorithms in Ground Motion Selection and Scaling for Time History Analysis of Structures
    typeJournal Article
    journal volume150
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-13470
    journal fristpage04024094-1
    journal lastpage04024094-16
    page16
    treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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