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    Orientation of Ribs in Waffle‐Slab Skew Bridges 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study is presented on the structural response of reinforced concrete skew bridges of: (a) orthogonally, (b) nonorthogonally shaped waffle slab constructions, and (c) solid slab construction. The response ...
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    Static Response of Prestressed Girders with Openings 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): John B. Kennedy; Hany Abdalla
    Publisher: American Society of Civil Engineers
    Abstract: Utility requirements can often dictate the use of openings in prestressed concrete beams and girders. Such provision of openings minimizes headroom and thus, leads to economy. In this paper the nonlinear analysis and design ...
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    Ultimate Loads of Continuous Composite Bridges 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): John B. Kennedy; Mohamed Soliman
    Publisher: American Society of Civil Engineers
    Abstract: The prediction of the ultimate load capacity of composite bridges of slab‐on‐I‐steel girder construction is necessary. This is dictated by design requirements for the ultimate limit states of such bridges. In this paper, ...
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    Response of Long‐Span Soil‐Metal Structures 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Hesham Mohammed; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: In the last four decades, soil‐metal structures have been used extensively as short‐span bridges. With deep soil cover, the soil provides the necessary support for the metallic structure. However, for long spans and shallow ...
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    Rigidities of Horizontally Curved Flat Structures 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Alaa Aly; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: Horizontally curved, wide flat structures are quite often used as superstructures of bridges and as floor slabs in large exhibition halls. Such structures are built in reinforced or prestressed concrete construction, or ...
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    Closure to “Shear and Reaction Distributions in Continuous Skew Composite Bridges” by Tarek Ebeido and John B. Kennedy 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): Tarek Ebeido; John B. Kennedy
    Publisher: American Society of Civil Engineers
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    Simply Supported Curved Cellular Bridges: Simplified Design Method 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 002
    Author(s): Khaled Sennah; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: The use of curved composite bridges in interchanges of modern highway systems has become increasingly popular for economic and aesthetic considerations. Bridges with a concrete deck composite with a steel multicell section ...
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    Girder Moments in Continuous Skew Composite Bridges 

    Source: Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 001
    Author(s): Tarek Ebeido; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: Simply supported structures are used efficiently for bridges up to a certain span limit, beyond which the use of continuous structures becomes more economical. As a result of continuity, support moments are developed and ...
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    Shear Distribution in Simply-Supported Curved Composite Cellular Bridges 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): Khaled Sennah; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: Composite steel-concrete multicell box girder bridges are quite often used in modern bridge superstructures with curved alignments. They provide excellent torsional resistance as well as elegant appearance. While current ...
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    Punching Strength of Deck Slabs in Skew Composite Bridges 

    Source: Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 002
    Author(s): Tarek Ebeido; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: During the last few decades, composite steel-concrete structures have been used widely to form the basic superstructure for numerous bridges. Proper design of the deck slab for such bridges requires a proper estimate of ...
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