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    Comprehensive Seismic Response Analysis for Estimating the Seismic Behavior of Buried Pipelines Enhanced by Three Dimensional Dynamic Finite Element Analysis of Ground Motion and Soil Amplification

    Source: Journal of Pressure Vessel Technology:;2016:;volume( 138 ):;issue: 005::page 51801
    Author:
    Ichimura, Tsuyoshi
    ,
    Fujita, Kohei
    ,
    Errol Quinay, Pher
    ,
    Hori, Muneo
    ,
    Sakanoue, Takashi
    ,
    Hamanaka, Ryo
    ,
    Ito, Fumiki
    ,
    Suetomi, Iwao
    DOI: 10.1115/1.4033250
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We demonstrate a comprehensive earthquake response analysis method for improving the seismic input force estimation of buried pipelines by combining ground motion and soil amplification analyses. Using this method, the seismic input force of an actual pipeline was estimated and its seismic performance was checked for a largest assumed seismic fault scenario. Threedimensional inhomogeneity of ground and surface topography is known to greatly affect the results of ground motion and soil amplification analyses. To consider these effects, a linear wave propagation analysis using a 10 أ— 109 degreeoffreedom threedimensional finite element model was conducted for the ground motion analysis, and a nonlinear wave propagation analysis using an 80 أ— 106 degreeoffreedom threedimensional finite element model was conducted for the soil amplification analysis. The application example showed that threedimensional inhomogeneity of ground and surface topology caused complex seismic input forces to buried pipelines, and demonstrated the effectiveness of the comprehensive seismic analysis method proposed in this study.
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      Comprehensive Seismic Response Analysis for Estimating the Seismic Behavior of Buried Pipelines Enhanced by Three Dimensional Dynamic Finite Element Analysis of Ground Motion and Soil Amplification

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    http://yetl.yabesh.ir/yetl1/handle/yetl/162419
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    contributor authorIchimura, Tsuyoshi
    contributor authorFujita, Kohei
    contributor authorErrol Quinay, Pher
    contributor authorHori, Muneo
    contributor authorSakanoue, Takashi
    contributor authorHamanaka, Ryo
    contributor authorIto, Fumiki
    contributor authorSuetomi, Iwao
    date accessioned2017-05-09T01:32:56Z
    date available2017-05-09T01:32:56Z
    date issued2016
    identifier issn0094-9930
    identifier otherjmr_008_04_041018.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/162419
    description abstractWe demonstrate a comprehensive earthquake response analysis method for improving the seismic input force estimation of buried pipelines by combining ground motion and soil amplification analyses. Using this method, the seismic input force of an actual pipeline was estimated and its seismic performance was checked for a largest assumed seismic fault scenario. Threedimensional inhomogeneity of ground and surface topography is known to greatly affect the results of ground motion and soil amplification analyses. To consider these effects, a linear wave propagation analysis using a 10 أ— 109 degreeoffreedom threedimensional finite element model was conducted for the ground motion analysis, and a nonlinear wave propagation analysis using an 80 أ— 106 degreeoffreedom threedimensional finite element model was conducted for the soil amplification analysis. The application example showed that threedimensional inhomogeneity of ground and surface topology caused complex seismic input forces to buried pipelines, and demonstrated the effectiveness of the comprehensive seismic analysis method proposed in this study.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleComprehensive Seismic Response Analysis for Estimating the Seismic Behavior of Buried Pipelines Enhanced by Three Dimensional Dynamic Finite Element Analysis of Ground Motion and Soil Amplification
    typeJournal Paper
    journal volume138
    journal issue5
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4033250
    journal fristpage51801
    journal lastpage51801
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;2016:;volume( 138 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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