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    Compressive Concrete Strain at Buckling of Longitudinal Reinforcement 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Maurizio Papia; Gaetano Russo
    Publisher: American Society of Civil Engineers
    Abstract: For the calculation of the ultimate strain of compressed concrete elements, a procedure is proposed that is based on the limit stability condition of longitudinal reinforcing bars. The analysis model is the one proposed ...
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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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    Failure Load and Collapse Mode of an RC Beam in a Large Collapsed Roof 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 003:;page 04021017-1
    Author(s): Giuseppe Campione; Maurizio Papia
    Publisher: ASCE
    Abstract: The present work focused on the determination of the collapse load and failure mode of a reinforced concrete (RC) of collapsed framed structure constructed in the South of Italy that failed in 2004. Information available ...
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    Stability of Masonry Piers under Their Own Weight and Eccentric Load 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): Lidia La Mendola; Maurizio Papia
    Publisher: American Society of Civil Engineers
    Abstract: The stability of masonry piers subjected to their own weight and to eccentric compressive force at the top is analyzed. Prismatic fixed free‐ended columns are examined, considering no tension material having linear behavior ...
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    Large‐Displacement Effects on Dynamic Response of Eccentric Buildings 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Lidia La Mendola; Maurizio Papia
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic response of eccentric buildings under harmonic ground motion in a large‐displacement field is analyzed. In examining one‐story elastic systems, two effects of nonlinearity for the resisting elements are considered: ...
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    Closure to “<i>Large‐Displacement Effects on Dynamic Response of Eccentric Buildings</i>” by Lidia La Mendola and Maurizio Papia (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Lidia La Mendola; Maurizio Papia
    Publisher: American Society of Civil Engineers
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    Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Giuseppe Campione; Liborio Cavaleri; Maurizio Papia
    Publisher: American Society of Civil Engineers
    Abstract: This work presents the results of an experimental investigation on the behavior of 42 solid clay brick masonry columns internally strengthened by fiber-reinforced polymer (FRP) fabrics or stainless steel grids placed in ...
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    Instability of Longitudinal Bars in RC Columns 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Maurizio Papia; Gaetano Russo; Gaetano Zingone
    Publisher: American Society of Civil Engineers
    Abstract: The collapse of reinforced concrete structural elements subjected to compression is linked to the instability of the reinforcement bars. This phenomenon may occur in the longitudinal region between two consecutive hoops, ...
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    Stainless Steel Grids for Confinement of Clay Brick Masonry Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Giuseppe Campione; Liborio Cavaleri; Maurizio Papia
    Publisher: American Society of Civil Engineers
    Abstract: This work presents the results of an experimental investigation on the behavior of 21 solid clay brick columns internally strengthened by stainless steel grids placed in the horizontal joints of mortar. This reinforcing ...
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    Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Giuseppe Campione; Liborio Cavaleri; Maurizio Papia
    Publisher: American Society of Civil Engineers
    Abstract: This work presents the results of an experimental investigation on the behavior of 42 solid clay brick masonry columns internally strengthened by fiber-reinforced polymer (FRP) fabrics or stainless steel grids placed in ...
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