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    Minimum Effective Length and Modified Criteria for Damage Evaluation of Continuous Buried Straight Steel Pipelines Subjected to Seismic Waves

    Source: Journal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 004
    Author:
    Mahmood Hosseini
    ,
    Mehrzad Tahamouli Roudsari
    DOI: 10.1061/(ASCE)PS.1949-1204.0000193
    Publisher: American Society of Civil Engineers
    Abstract: It is impractical in the dynamic analysis of pipelines to consider the whole length of the pipe in a numerical model. Therefore, a minimum length is desired for the pipe model so that its midpoint responses are not affected by its end conditions. This length can be called the
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      Minimum Effective Length and Modified Criteria for Damage Evaluation of Continuous Buried Straight Steel Pipelines Subjected to Seismic Waves

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/81357
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    contributor authorMahmood Hosseini
    contributor authorMehrzad Tahamouli Roudsari
    date accessioned2017-05-08T22:29:04Z
    date available2017-05-08T22:29:04Z
    date copyrightNovember 2015
    date issued2015
    identifier other46408400.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81357
    description abstractIt is impractical in the dynamic analysis of pipelines to consider the whole length of the pipe in a numerical model. Therefore, a minimum length is desired for the pipe model so that its midpoint responses are not affected by its end conditions. This length can be called the
    publisherAmerican Society of Civil Engineers
    titleMinimum Effective Length and Modified Criteria for Damage Evaluation of Continuous Buried Straight Steel Pipelines Subjected to Seismic Waves
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000193
    treeJournal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian