YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Equivalent Number of Uniform Stress Cycles for Soil Liquefaction Analysis

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author:
    Andrew H. Liu
    ,
    Jonathan P. Stewart
    ,
    Norman A. Abrahamson
    ,
    Yoshi Moriwaki
    DOI: 10.1061/(ASCE)1090-0241(2001)127:12(1017)
    Publisher: American Society of Civil Engineers
    Abstract: The seismic demand on potentially liquefiable soils can be approximated by a series of uniform shear stress cycles. Procedures are reviewed for converting an arbitrary acceleration time history to a series of uniform cycles with amplitude = 0.65 of the peak. The number of cycles (
    • Download: (250.6Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Equivalent Number of Uniform Stress Cycles for Soil Liquefaction Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51989
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorAndrew H. Liu
    contributor authorJonathan P. Stewart
    contributor authorNorman A. Abrahamson
    contributor authorYoshi Moriwaki
    date accessioned2017-05-08T21:27:08Z
    date available2017-05-08T21:27:08Z
    date copyrightDecember 2001
    date issued2001
    identifier other%28asce%291090-0241%282001%29127%3A12%281017%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51989
    description abstractThe seismic demand on potentially liquefiable soils can be approximated by a series of uniform shear stress cycles. Procedures are reviewed for converting an arbitrary acceleration time history to a series of uniform cycles with amplitude = 0.65 of the peak. The number of cycles (
    publisherAmerican Society of Civil Engineers
    titleEquivalent Number of Uniform Stress Cycles for Soil Liquefaction Analysis
    typeJournal Paper
    journal volume127
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2001)127:12(1017)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 012
    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