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    Bending Moment–Shear Force Interaction Domains for Prestressed Concrete Beams 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Antonino Recupero; Antonino D’Aveni; Aurelio Ghersi
    Publisher: American Society of Civil Engineers
    Abstract: The performance of a prestressed concrete beam, subjected to bending moment
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    Simple Plastic Model for Shear Critical SFRC Beams 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Nino Spinella; Piero Colajanni; Antonino Recupero
    Publisher: American Society of Civil Engineers
    Abstract: A simple physical model, for prediction of ultimate shear strength of steel fiber-reinforced concrete (SFRC) beams is developed on the basis of a plastic approach originally proposed for reinforced concrete beams without ...
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    Stress Field Model for Strengthening of Shear-Flexure Critical RC Beams 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Piero Colajanni; Lidia La Mendola; Antonino Recupero; Nino Spinella
    Publisher: American Society of Civil Engineers
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    Behavior of Nonlinearly Restrained Slender Bridge Piers 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 003
    Author(s): Giuseppe Mancini; Francesco Martinez y Cabrera; Marco Andrea Pisani; Antonino Recupero
    Publisher: American Society of Civil Engineers
    Abstract: The load-carrying capacity of slender reinforced concrete piers depends on the horizontal retaining forces exerted by the bridge deck. The magnitude of these forces is a function of the behavior of the restraints connecting ...
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