YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • 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

    Direct Solution for Elastic Prestress Loss in Pretensioned Concrete Girders

    Source: Practice Periodical on Structural Design and Construction:;2000:;Volume ( 005 ):;issue: 001
    Author:
    Harry A. Cole
    DOI: 10.1061/(ASCE)1084-0680(2000)5:1(27)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a direct solution method for computing prestress loss in pretensioned concrete bridge girders caused by elastic shortening that occurs at transfer. This method yields the same results as those obtained using an iterative solution based on the method for computing elastic loss, Δ
    • Download: (87.04Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Direct Solution for Elastic Prestress Loss in Pretensioned Concrete Girders

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/48978
    Collections
    • Journal of Structural Design and Construction Practice

    Show full item record

    contributor authorHarry A. Cole
    date accessioned2017-05-08T21:22:32Z
    date available2017-05-08T21:22:32Z
    date copyrightFebruary 2000
    date issued2000
    identifier other%28asce%291084-0680%282000%295%3A1%2827%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48978
    description abstractThis paper presents a direct solution method for computing prestress loss in pretensioned concrete bridge girders caused by elastic shortening that occurs at transfer. This method yields the same results as those obtained using an iterative solution based on the method for computing elastic loss, Δ
    publisherAmerican Society of Civil Engineers
    titleDirect Solution for Elastic Prestress Loss in Pretensioned Concrete Girders
    typeJournal Paper
    journal volume5
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2000)5:1(27)
    treePractice Periodical on Structural Design and Construction:;2000:;Volume ( 005 ):;issue: 001
    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