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    Case Study of a High-Performance Concrete Bridge in Tennessee

    Source: Practice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 004
    Author:
    X. Sharon Huo
    ,
    Pingsheng Zhu
    ,
    Francis Ung
    ,
    Edward P. Wasserman
    DOI: 10.1061/(ASCE)1084-0680(2006)11:4(229)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a case study on a high-performance concrete (HPC) bridge in Tennessee. The bridge is a twin bridge with high-strength concrete (HSC) beams in one bridge lane and normal-strength concrete (NSC) beams in the other bridge lane. The compressive strength of HSC and NSC were
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      Case Study of a High-Performance Concrete Bridge in Tennessee

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49240
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    contributor authorX. Sharon Huo
    contributor authorPingsheng Zhu
    contributor authorFrancis Ung
    contributor authorEdward P. Wasserman
    date accessioned2017-05-08T21:22:55Z
    date available2017-05-08T21:22:55Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%291084-0680%282006%2911%3A4%28229%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49240
    description abstractThis paper presents a case study on a high-performance concrete (HPC) bridge in Tennessee. The bridge is a twin bridge with high-strength concrete (HSC) beams in one bridge lane and normal-strength concrete (NSC) beams in the other bridge lane. The compressive strength of HSC and NSC were
    publisherAmerican Society of Civil Engineers
    titleCase Study of a High-Performance Concrete Bridge in Tennessee
    typeJournal Paper
    journal volume11
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2006)11:4(229)
    treePractice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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