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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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    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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    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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    Shear and Reaction Distributions in Continuous Skew Composite Bridges 

    Source: Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 004
    Author(s): Tarek Ebeido; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: Continuous composite steel-concrete bridges remain one of the most common types built. The proper design of new bridges and evaluation of existing ones require accurate prediction of their structural response to truck ...
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