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    ASCE/SEI 41 Provisions on Deformation Capacity of Older-Type Reinforced Concrete Columns with Plain Bars 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Paolo Ricci; Gerardo M. Verderame; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: This study contributes to the improvement of capacity models for older-type RC members to be used in the seismic assessment of existing RC structures. A database of experimental tests on RC columns with plain bars is ...
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    Numerical Investigation on the Influence of FRP Retrofit Layout and Geometry on the In-Plane Behavior of Masonry Walls 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 006
    Author(s): Gian Piero Lignola; Andrea Prota; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: Unreinforced masonry (URM) structures have shown their vulnerability to major events like as earthquakes, severe wind, blast, and impact. The present work started from experimental programs available in scientific literature ...
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    Assessment of Design Formulas for In-Plane FRP Strengthening of Masonry Walls 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
    Author(s): Andrea Prota; Gaetano Manfredi; Fabio Nardone
    Publisher: American Society of Civil Engineers
    Abstract: Masonry structures have demonstrated their seismic vulnerability during recent world seismic events. This paper investigates in-plane seismic performance of unreinforced masonry (URM) walls before and after they are retrofit ...
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    Nonlinear Analyses of Tuff Masonry Walls Strengthened with Cementitious Matrix-Grid Composites 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 004
    Author(s): Gian Piero Lignola; Andrea Prota; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: Previous experimental studies, conducted by some of the authors, on in-plane response of tuff masonry walls strengthened with an innovative cementitious matrix composite grid (CMG) system confirmed that the CMG system could ...
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    Structural Upgrade Using Basalt Fibers for Concrete Confinement 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 005
    Author(s): Marco Di Ludovico; Andrea Prota; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to appraise the opportunities provided by a new class of composites based on using basalt fibers bonded with a cement-based matrix as an innovative strengthening material for confinement of reinforced ...
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    Mechanical Properties of Plasterboards: Experimental Tests and Statistical Analysis 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 011
    Author(s): Crescenzo Petrone; Gennaro Magliulo; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
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    Modeling of Steel-Concrete Composite Beams under Negative Bending 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Gaetano Manfredi; Giovanni Fabbrocino; Edoardo Cosenza
    Publisher: American Society of Civil Engineers
    Abstract: Negative bending moments acting in the support regions of continuous composite beams generate tensile stresses in the concrete slab and compressive stresses in the lower steel profile. As a result the mechanical behavior ...
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    Simplified Method to Include Cumulative Damage in the Seismic Response of Single-Degree-of-Freedom Systems 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Edoardo Cosenza; Gaetano Manfredi; Maria Polese
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a consistent method including damage criteria in the seismic response of single-degree-of-freedom systems is proposed. The method allows the determination of suitably modified strength or displacement inelastic ...
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    Analytical Evaluation of FRP Wrapping Effectiveness in Restraining Reinforcement Bar Buckling 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): Vincenzo Giamundo; Gian Piero Lignola; Andrea Prota; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: Internal transverse steel reinforcements (e.g., stirrups) are the main internal devices that prevent the longitudinal steel bar buckling, but in many existing reinforced concrete (RC) structures the amount and the spacing ...
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    Response Prediction of RC Beams Externally Bonded with Steel-Reinforced Polymers 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 003
    Author(s): Marisa Pecce; Francesca Ceroni; Andrea Prota; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with an innovative technique for strengthening reinforced concrete (RC) structures using steel-reinforced polymer (SRP) materials. The results of an experimental campaign using RC beams strengthened in ...
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