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    Discussion of “<i>Transverse Stirrup Spacing in R/C Beams</i>” by Wayne Hsiung and Gregory C. Frantz (February, 1985, Vol. 111, No. 2) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): J. A. Ramirez; J. E. Breen
    Publisher: American Society of Civil Engineers
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    Improving Standard Bridges with Attention to Cast-in-Place Substructure 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 004
    Author(s): S. L. Billington; J. E. Breen
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on improving the efficiency and aesthetics of standard highway bridges with attention to cast-in-place substructure design. Standard short- and moderate-span bridges are predominantly functional and ...
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    Bridge Stay Cable Corrosion Protection. I: Grout Injection and Load Testing 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): H. R. Hamilton, III; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the first of two companion papers that cover the results of corrosion and structural testing of eight large-scale stay cable specimens. Four of the specimens had the traditional stay-cable corrosion protection ...
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    Anchorage of External Tendons in End Diaphragms 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 003
    Author(s): G. P. Wollmann; J. E. Breen; M. E. Kreger
    Publisher: American Society of Civil Engineers
    Abstract: External posttensioning tendons in concrete box girder bridges are usually anchored in very massive end diaphragms. Several incidences of distress of such diaphragms have been reported in the literature. This paper presents ...
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    Bridge Stay Cable Corrosion Protection. II: Accelerated Corrosion Tests 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): H. R. Hamilton, III; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the second of two companion papers that cover the results of corrosion and structural testing of eight large-scale stay cable specimens. Four of the specimens had the traditional system of portland cement ...
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    Alternate Substructure Systems for Standard Highway Bridges 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 002
    Author(s): S. L. Billington; R. W. Barnes; J. E. Breen
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on improving bridge substructures by developing attractive and rapidly constructed substructure systems for short- and moderate-span bridges. The importance of improved substructure design is discussed. ...
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    Optimum Cable-Force Adjustments in Concrete Cable-Stayed Bridges 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): A. Kasuga; H. Arai; J. E. Breen; K. Furukawa
    Publisher: American Society of Civil Engineers
    Abstract: Two kinds of errors are frequently encountered during the construction of cable-stayed bridges: one is force-application error in the jacking cable forces, and the other is geometry error in controlling elevations of the ...
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    Corrosion Testing of Grout for Posttensioning Ducts and Stay Cables 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): H. R. Hamilton III; H. G. Wheat; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: Grout mixes using commercially available antibleed admixtures were tested for fresh properties and subsequently corrosion tested using anodic polarization to accelerate the corrosion process. Commercial admixtures that are ...
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