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    Hysteretic Behavior Characterization of Friction-Damped Braced Frames 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Piero Colajanni; Maurizio Papia
    Publisher: American Society of Civil Engineers
    Abstract: The dissipative capacity of friction-damped bracing systems is evaluated by a statistical characterization of the amplitude and frequency of the slip excursions during a seismic excitation. One-story, friction-damped braced ...
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    Experimental Investigation of the Shear Response of Precast Steel–Concrete Trussed Beams 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Piero Colajanni; Lidia La Mendola; Alessia Monaco
    Publisher: American Society of Civil Engineers
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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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    Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP with Different Inclinations 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 004:;page 04021037-1
    Author(s): Piero Colajanni; Venanzio Guarino; Salvatore Pagnotta
    Publisher: ASCE
    Abstract: A design-oriented analytical model able to evaluate the shear capacity of reinforced concrete (RC) beams strengthened with fiber-reinforced polymer (FRP) sheets or strips oriented in any direction is proposed. The formulation ...
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    Ductility of Reinforced Concrete Members Externally Wrapped with Fiber-Reinforced Polymer Sheets 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 003
    Author(s): Giuseppe Campione; Piero Colajanni; Lidia La Mendola; Nino Spinella
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of external wrapping with fiber-reinforced polymer for enhancing the curvature ductility of lightly reinforced concrete members is investigated. Referring to members with circular transverse cross sections, ...
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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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