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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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    Comparative Analysis on the Seismic Behavior of Combined RC-Masonry Buildings 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Fabio Nardone; Gerardo Mario Verderame; Andrea Prota; Gaetano Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: Since the early 20th century combined RC-masonry buildings have become more common in European, Mediterranean, and Southern America countries. Despite the diffusion of this combined building typology, the international ...
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    Structural Evaluation of Full-Scale FRP-Confined Reinforced Concrete Columns 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 001
    Author(s): Antonio De Luca; Fabio Nardone; Fabio Matta; Antonio Nanni; Gian Piero Lignola; Andrea Prota
    Publisher: American Society of Civil Engineers
    Abstract: The external confinement of RC columns by means of externally bonded fiber-reinforced polymer (FRP) laminates is a well established technique for strengthening and retrofitting purposes. This paper presents a pilot research ...
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    Analysis of RC Hollow Columns Strengthened with GFRP 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 004
    Author(s): Gian Piero Lignola; Fabio Nardone; Andrea Prota; Antonio De Luca; Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete (RC) hollow piers in bridges withstand high moment and shear demands ensured with reduced mass and lower stress on foundations compared with solid piers. Failure of hollow columns is typically affected ...
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