YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Bridge 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

    Seismic Performance Assessment of Self-Centering Tall Piers: Cyclic Loading Test and Numerical Analysis

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 008::page 04026038-1
    Author:
    Shi, Xin
    ,
    Guo, Tong
    ,
    Zhu, Ruizhao
    ,
    Xia, Yu
    ,
    Xie, Tianyu
    ,
    Qian, Jing
    DOI: 10.1061/JBENF2.BEENG-8080
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This paper introduces the cyclic loading test and numerical model of a novel self-centering (SC) tall pier. This tall pier system is connected to the girder and foundation, respectively, through pre-embedded unbonded post-tensioned tendons at ...
    • Download: (16.71Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Seismic Performance Assessment of Self-Centering Tall Piers: Cyclic Loading Test and Numerical Analysis

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4314351
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorShi, Xin
    contributor authorGuo, Tong
    contributor authorZhu, Ruizhao
    contributor authorXia, Yu
    contributor authorXie, Tianyu
    contributor authorQian, Jing
    date accessioned2026-08-20T21:22:20Z
    date available2026-08-20T21:22:20Z
    date copyright2026/06/02
    date issued2026
    identifier otherJBENF2.BEENG-8080.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314351
    description abstractAbstract This paper introduces the cyclic loading test and numerical model of a novel self-centering (SC) tall pier. This tall pier system is connected to the girder and foundation, respectively, through pre-embedded unbonded post-tensioned tendons at ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Performance Assessment of Self-Centering Tall Piers: Cyclic Loading Test and Numerical Analysis
    typeJournal Article
    journal volume31
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-8080
    journal fristpage04026038-1
    journal lastpage04026038-20
    page20
    treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 008
    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