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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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