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    Constitutive Models for Tuff Masonry under Uniaxial Compression 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 011
    Author(s): N. Augenti; F. Parisi
    Publisher: American Society of Civil Engineers
    Abstract: The uniaxial monotonic compressive behavior of tuff masonry has been studied by laboratory tests carried out along the directions parallel and orthogonal to the mortar bed joints. Based on the experimental results, different ...
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    Dynamic Characterization Test of the New Law Court in Naples 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 001
    Author(s): N. Augenti; P. Clemente
    Publisher: American Society of Civil Engineers
    Abstract: The New Law Court in Naples, Italy is a group of buildings where all the law activities of the city are conducted. Load tests on the structure were required for the final acceptance of the purchaser after the construction ...
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    Learning from Construction Failures due to the 2009 L’Aquila, Italy, Earthquake 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 006
    Author(s): N. Augenti; F. Parisi
    Publisher: American Society of Civil Engineers
    Abstract: An earthquake sequence struck the province of L’Aquila (central Italy) leaving 305 dead, about 1,500 injured, and 29,000 homeless. Hundreds of low-intensity events occurred between January and March, 2009. The mainshock ...
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    In-Plane Lateral Response of a Full-Scale Masonry Subassemblage with and without an Inorganic Matrix-Grid Strengthening System 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 004
    Author(s): N. Augenti; F. Parisi; A. Prota; G. Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: A full-scale unreinforced masonry (URM) wall with an opening was tested under in-plane lateral loading. The wall was first subjected to monotonically increasing displacements until a moderate damage level was reached. The ...
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    Nonlinear Behavior of a Masonry Subassemblage Before and After Strengthening with Inorganic Matrix-Grid Composites 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    Author(s): F. Parisi; G. P. Lignola; N. Augenti; A. Prota; G. Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: Past experimental tests on a full-scale masonry wall with an opening evidenced the key role of the spandrel panel in the in-plane nonlinear response of the system. Recent seismic codes do not provide specific criteria to ...
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