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    Experimental In-Plane Shear Capacity of Clay Brick Masonry Panels Strengthened with FRCM and FRM Composites 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 005
    Author(s): Marta Del Zoppo; Marco Di Ludovico; Alberto Balsamo; Andrea Prota
    Publisher: American Society of Civil Engineers
    Abstract: Unreinforced masonry (URM) buildings, largely found in Euroasian regions, are particularly vulnerable to in-plane shear failures during seismic events due to the poor shear capacity of masonry walls. In the case of historical ...
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    Experimental Behavior of Nonconforming RC Columns with Deformed Bars under Constant Axial Load and Fixed Biaxial Bending 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 011
    Author(s): Marta Del Zoppo; Marco Di Ludovico; Gerardo Mario Verderame; Andrea Prota
    Publisher: American Society of Civil Engineers
    Abstract: Although recent efforts have been made to understand the behavior of RC members subjected to cyclic biaxial bending, the experimental data available in the literature are still limited for making conclusions about the ...
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    Methodology for Assessing the Performance of RC Structures with Breakaway Infill Walls under Tsunami Inundation 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020330
    Author(s): Marta Del Zoppo; Marco Di Ludovico; Andrea Prota
    Publisher: ASCE
    Abstract: The increasing attention of governments and insurance companies toward the evaluation of tsunamis’ impacts on coastal communities led to a renewed interest in assessing the behavior of existing buildings under onshore ...
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