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    Advanced Fabrication and Erection Techniques for Long Suspension Bridge Cables

    Source: Journal of Construction Engineering and Management:;1990:;Volume ( 116 ):;issue: 001
    Author:
    Minora Matsuzaki
    ,
    Chihiko Uchikawa
    ,
    Takeshi Mitamura
    DOI: 10.1061/(ASCE)0733-9364(1990)116:1(112)
    Publisher: American Society of Civil Engineers
    Abstract: Various factors in the fabrication and erection of the prefabricated parallel wire strand (PWS) used for most of the Honshu‐Shikoku Bridges in Japan affect the quality and construction period. Several developments in these factors are presented and discussed. In addition, the advanced air spinning (AS) techniques used for the Shimotsui Seto Bridge in this project are also presented.
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      Advanced Fabrication and Erection Techniques for Long Suspension Bridge Cables

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45619
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    contributor authorMinora Matsuzaki
    contributor authorChihiko Uchikawa
    contributor authorTakeshi Mitamura
    date accessioned2017-05-08T21:17:10Z
    date available2017-05-08T21:17:10Z
    date copyrightMarch 1990
    date issued1990
    identifier other%28asce%290733-9364%281990%29116%3A1%28112%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45619
    description abstractVarious factors in the fabrication and erection of the prefabricated parallel wire strand (PWS) used for most of the Honshu‐Shikoku Bridges in Japan affect the quality and construction period. Several developments in these factors are presented and discussed. In addition, the advanced air spinning (AS) techniques used for the Shimotsui Seto Bridge in this project are also presented.
    publisherAmerican Society of Civil Engineers
    titleAdvanced Fabrication and Erection Techniques for Long Suspension Bridge Cables
    typeJournal Paper
    journal volume116
    journal issue1
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1990)116:1(112)
    treeJournal of Construction Engineering and Management:;1990:;Volume ( 116 ):;issue: 001
    contenttypeFulltext
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