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    Precast Prestressed Long‐Span Bridges

    Source: Journal of Construction Engineering and Management:;1988:;Volume ( 114 ):;issue: 001
    Author:
    James H. Loper
    ,
    Eugene L. Marquis
    ,
    Edward J. Rhomberg
    DOI: 10.1061/(ASCE)0733-9364(1988)114:1(95)
    Publisher: American Society of Civil Engineers
    Abstract: Precast prestressed concrete can be a strong, durable, and aesthetically pleasing material for use in long‐span bridges. If erected using the proper techniques and care, such bridges meet society's demands very well. Specifically, prestressed concrete allows for stronger bridges at lower construction and maintenance costs. With this objective as motivation, prestressed concrete design and construction has rapidly spread through the United States. Of the construction techniques available, two methods dominate: segmental cantilever construction and cable‐stayed construction. These two techniques are the primary focus herein. In addition to the construction technique, the erection method and section type must be considered in the design process. In the United States, I‐sections, box sections, T‐sections, hollow‐core, and channel sections are commonly used for highway bridge design. Care must also be taken to insure that a prestressed concrete bridge is an economical one when compared to reinforced concrete and steel plate girder bridges. Ultimately, it is the job of the engineer to consider each facet of a design, so that, in addition to performing as intended, the structure is safe and economical.
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      Precast Prestressed Long‐Span Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35953
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    contributor authorJames H. Loper
    contributor authorEugene L. Marquis
    contributor authorEdward J. Rhomberg
    date accessioned2017-05-08T21:01:44Z
    date available2017-05-08T21:01:44Z
    date copyrightMarch 1988
    date issued1988
    identifier other%28asce%290733-9364%281988%29114%3A1%2895%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35953
    description abstractPrecast prestressed concrete can be a strong, durable, and aesthetically pleasing material for use in long‐span bridges. If erected using the proper techniques and care, such bridges meet society's demands very well. Specifically, prestressed concrete allows for stronger bridges at lower construction and maintenance costs. With this objective as motivation, prestressed concrete design and construction has rapidly spread through the United States. Of the construction techniques available, two methods dominate: segmental cantilever construction and cable‐stayed construction. These two techniques are the primary focus herein. In addition to the construction technique, the erection method and section type must be considered in the design process. In the United States, I‐sections, box sections, T‐sections, hollow‐core, and channel sections are commonly used for highway bridge design. Care must also be taken to insure that a prestressed concrete bridge is an economical one when compared to reinforced concrete and steel plate girder bridges. Ultimately, it is the job of the engineer to consider each facet of a design, so that, in addition to performing as intended, the structure is safe and economical.
    publisherAmerican Society of Civil Engineers
    titlePrecast Prestressed Long‐Span Bridges
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1988)114:1(95)
    treeJournal of Construction Engineering and Management:;1988:;Volume ( 114 ):;issue: 001
    contenttypeFulltext
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