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    Site Effects on Seismic Behavior of Pipelines: A Review

    Source: Journal of Pressure Vessel Technology:;2000:;volume( 122 ):;issue: 004::page 469
    Author:
    Jianwen Liang
    ,
    Shaoping Sun
    DOI: 10.1115/1.1285974
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Post-earthquake investigations showed that local site condition had significant effect on seismic behavior of pipelines: almost all seismic damages to buried pipelines were either due to permanent ground deformation such as fault movement, landslide and lateral spread, or found in nonuniform ground, and there were few cases that pipelines were damaged only by wave propagation. Earthquake field observations did clearly indicate that relatively high strain occurred in pipelines laid through nonuniform ground. In this paper, an updated and detailed review of site effects on seismic behavior of pipelines is presented. For the purpose, quantitative analysis of damage, earthquake field observation, theoretical and experimental study, and related seismic design are discussed, and research needs are pointed out. [S0094-9930(00)01702-9]
    keyword(s): Pipelines AND Earthquakes ,
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      Site Effects on Seismic Behavior of Pipelines: A Review

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    http://yetl.yabesh.ir/yetl1/handle/yetl/124183
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    contributor authorJianwen Liang
    contributor authorShaoping Sun
    date accessioned2017-05-09T00:03:10Z
    date available2017-05-09T00:03:10Z
    date copyrightNovember, 2000
    date issued2000
    identifier issn0094-9930
    identifier otherJPVTAS-28404#469_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124183
    description abstractPost-earthquake investigations showed that local site condition had significant effect on seismic behavior of pipelines: almost all seismic damages to buried pipelines were either due to permanent ground deformation such as fault movement, landslide and lateral spread, or found in nonuniform ground, and there were few cases that pipelines were damaged only by wave propagation. Earthquake field observations did clearly indicate that relatively high strain occurred in pipelines laid through nonuniform ground. In this paper, an updated and detailed review of site effects on seismic behavior of pipelines is presented. For the purpose, quantitative analysis of damage, earthquake field observation, theoretical and experimental study, and related seismic design are discussed, and research needs are pointed out. [S0094-9930(00)01702-9]
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSite Effects on Seismic Behavior of Pipelines: A Review
    typeJournal Paper
    journal volume122
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.1285974
    journal fristpage469
    journal lastpage475
    identifier eissn1528-8978
    keywordsPipelines AND Earthquakes
    treeJournal of Pressure Vessel Technology:;2000:;volume( 122 ):;issue: 004
    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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